Earthwork Tenders

Details: Description Invitation To Bid The City Of Bayawan, Through Its Bids And Awards Committee (bac), Invites Suppliers/manufacturers/distributors/contractors To Bid For The Hereunder Projects: Lot No. I To Provide Materials, Labor, Fuel And Equipment For The Construction Of Wet Market At Omod Proper, Brgy. Maninihon, Bayawan City 1 1 Lot "to Provide Materials, Labor, Fuel And Equipment For The Construction Of Wet Market At Omod Proper, Brgy. Maninihon, Bayawan City * Construction Of Wet Market At Omod Proper - 12.00m X 12.00m" A General Requirements A1 Temporary Facilities 1 Lot A1.1 Temporary Facilities & Utilities (temporary Water & Electric Supply @ 2.5m X 3.0m Bunkhouse) A2 Others (billboards And Signage & Safety And Health) 1 Lot A2.1 Billboard And Signage 1 Lot A2.2 Safety & Health B Demolition Works 1 Lot B1 Demolition Works C Earthworks 117.76 Cu.m. C1 Structural Excavation 25.39 Cu.m. C2 Earth Fill / Backfill Including Compaction C3 Gravel Bedding 29.41 Cu.m. C3.1 Crushed Gravel (screened & Washed), Max. Size 38mm Dia D Structural Concrete (incl. Forms And Scaffoldings) 5.18 Cu.m. D1 Column Footings, 3,000 Psi 48 Bag/s D1.1 Cement, Portland (40kgs/bag), Type 1 6 Cu.m. D1.2 Crushed Gravel (screened & Washed), Max. Size 38mm Dia 3 Cu.m. D1.3 Sand, Washed, Mixing/screened 61 Length/s D1.4 Deformed Steel Bar, 16mm Ø X 6m, Grade 40 3 Kg/s D1.5 Tie Wire, # 16 25.39 Cu.m. D2 Wall Footings, 3,000 Psi 88 Bag/s D2.1 Cement, Portland (40kgs/bag), Type 1 11 Cu.m. D2.2 Crushed Gravel (screened & Washed), Max. Size 25mm Dia 5 Cu.m. D2.3 Sand, Washed, Mixing/screened 94 Length/s D2.4 Deformed Steel Bar, 10mm Ø X 6m, Grade 33 10 Kg/s D2.5 Tie Wire, # 16 31.4 Cu.m. D3 Slab-on-fill And Concrete Table, 0.10m Thick, 3000psi 283 Bag/s D3.1 Cement, Portland (40kgs/bag), Type 1 32 Cu.m. D3.2 Crushed Gravel (screened & Washed), Max. Size 25mm Dia 16 Cu.m. D3.3 Sand, Washed, Mixing/screened 249 Length/s D3.4 Deformed Steel Bar, 10mm Ø X 6m, Grade 33 7 Kg/s D3.5 Tie Wire, # 16 8.45 Cu.m. D4 Rc Columns, 3000 Psi 77 Bag/s D4.1 Cement, Portland (40kgs/bag), Type 1 9 Cu.m. D4.2 Crushed Gravel (screened & Washed), Max. Size 20mm Dia 5 Cu.m. D4.3 Sand, Washed, Mixing/screened 82 Length/s D4.4 Deformed Steel Bar, 16mm Ø X 6m, Grade 40 210 Length/s D4.5 Deformed Steel Bar, 10mm Ø X 6m, Grade 33 27 Kg/s D4.6 Tie Wire, # 16 12.37 Cu.m. D5 Roof Beam (123.70 Lm 0.15m X 0.40m), 3000 Psi 112 Bag/s D5.1 Cement, Portland (40kgs/bag), Type 1 13 Cu.m. D5.2 Crushed Gravel (screened & Washed), Max. Size 20mm Dia 7 Cu.m. D5.3 Sand, Washed, Mixing/screened 158 Length/s D5.4 Deformed Steel Bar, 16mm Ø X 6m, Grade 40 328 Length/s D5.5 Deformed Steel Bar, 10mm Ø X 6m, Grade 33 64 Kg/s D5.6 Tie Wire, # 16 3.73 Cu.m. D6 Septic Tank, 3.0m X 2.30m (solid Walls: 0.15m Thick, Cover And Flooring: 0.10m Thick, 3000 Psi) 36 Bag/s D6.1 Cement, Portland (40kgs/bag), Type 1 4 Cu.m. D6.2 Crushed Gravel (screened & Washed), Max. Size 20mm Dia 2 Cu.m. D6.3 Sand, Washed, Mixing/screened 56 Length/s D6.4 Deformed Steel Bar, 10mm Ø X 6m, Grade 33 4 Kg/s D6.5 Tie Wire, # 16 19.52 Cu.m. D7 Catch Basin Flooring And Drainage (8 - 0.7m X 0.7m, 0.10m Thick) 177 Bag/s D7.1 Cement, Portland (40kgs/bag), Type 1 20 Cu.m. D7.2 Crushed Gravel (screened & Washed), Max. Size 20mm Dia 10 Cu.m. D7.3 Sand, Washed, Mixing/screened 371 Length/s D7.4 Deformed Steel Bar, 10mm Ø X 6m, Grade 33 38 Kg/s D7.5 Tie Wire, # 16 D8 Concrete Forms And Scaffoldings (rental) 275.8 Sqm D8.1 Concrete Formworks And Form Accessories, Braces, Scaffoldings, Shoring, Hoists, Etc. E Masonry Works 232.21 Sq.m E1 Building Walls, Exterior And Interior: 6" Chb W/ 10mmø Vertical Bars Spaced @ 0.60m O.c. And 10mmø Horizontal Bars Every After 3rd Layer 176 Bag/s E1.1 Cement, Portland (40kgs/bag), Type 1 2903 Pc/s E1.2 Hollow Block, Concrete, 15cm X 20cm X 40cm 20 Cu.m. E1.3 Sand, Washed, Mixing/screened 166 Length/s E1.4 Deformed Steel Bar, 10mm Ø X 6m, Grade 33 10 Kg/s E1.5 Tie Wire, # 16 464.41 Sq.m. E2 Plastering, 16mm Thick 90 Bag/s E2.1 Cement, Portland (40kgs/bag), Type 1 8 Cu.m. E2.2 Sand, Washed, Mixing/screened F Doors (incl. Jambs, Hinges, Locks, Door Knob & Closer, Automotive Painting For Wooden Parts) 1 Set/s F1 Panel Door, 0.90m X 2.10m, With Door Jamb G Windows, On Aluminum Frame (analok) With 1/4" Thk Bronze Glass, Complete With Locking System 3 Set/s G1 Labor And Materials - Sliding Window Glass (slide - Slide), Width: 1.20m X Height: 1.20m, 1/4" Anneled Glass Bronze, Aluminum Frame (analok), With Complete Accessories 4 Set/s G2 Labor And Materials - Fixed Window Glass, Length: 0.70, Width: 1.20, 1/4" Tempered Glass Bronze, Aluminum Frame (analok), With Complete Accessories H Steel Works 1 Lot H1 Supply, Fabrication, And Installation Of Steel Trusses, Sag Rods, Cross Bracings With Turn Buckles, Fascia Frames 97 Length/s H1.1 Angle Bar, 6mm X 50mm X 50mm X 6m 43 Length/s H1.2 Angle Bar, 4mm X 25mm X 25mm X 6m 70 Length/s H1.3 C-purlins, 1.5mm X 50mm X 100mm X 6.0m 12 Length/s H1.4 C-purlins, 1.0mm X 50mm X 75mm X 6.0m 40 Length/s H1.5 Round Bar, Plain, 10mm Dia X 6.0m 24 Pc/s H1.6 Turn Buckle, 12mm X 0.30m (hook & Eye) 14 Length/s H1.7 Round Bar, Plain, 12mm Dia X 6.0m 4 Sheet/s H1.8 Steel Plate, 6mm X 1.2m 2.4m 4 Pc/s H1.9 Metal Louver, 0.70m X 2.20m 4 Pc/s H1.10 Metal Louver, 0.60m X 1.00m 15 Gal/s H1.11 Paint Primer, Metal, Red Oxide (gal) 1 Lot H2 Supply, Fabrication, And Installation Of Drainage Grating 10 Length/s H2.1 Angle Bar, 6mm X 50mm X 50mm X 6m 28 Length/s H2.2 Pipe, G.i. 25mm Ø X 6m, Wt=3.4mm, Outside Dia=33.040, 2.515kg/m, Heavy Gauge 20 Kg/s H2.3 Rod/electrode, Welding, E6013, 1/8"ø (kg) (matchless Quality, Iso 9001, 2000 Certified) I Roofing Works 303.58 Sq.m. I1 Supply And Installation Of 0.40mm Thick, Terracotta Orange Colored, Rib Type Roofing With Complete Accessories 25 Sheet/s " I1.1 Roofing, Long Span, Rib Type, Min. T=.40mm, Min. Eff. W=1.040m, Min Rib H=22mm, L=5.50m, Color: Terracotta Orange" 31 Sheet/s " I1.2 Roofing, Long Span, Rib Type, Min. T=.40mm, Min. Eff. W=1.040m, Min Rib H=22mm, L=3.60m, Color: Terracotta Orange" 6 Sheet/s " I1.3 Roofing, Long Span, Rib Type, Min. T=.40mm, Min. Eff. W=1.040m, Min Rib H=22mm, L=3.90m, Color: Terracotta Orange" 6 Sheet/s " I1.4 Roofing, Long Span, Rib Type, Min. T=.40mm, Min. Eff. W=1.040m, Min Rib H=22mm, L=1.20m, Color: Terracotta Orange" 12 Sheet/s " I1.5 Roofing, Long Span, Rib Type, Min. T=.40mm, Min. Eff. W=1.040m, Min Rib H=22mm, L=2.30m, Color: Terracotta Orange" 15 Length/s I1.6 Ridge Roll, Pre-painted, G.i., .40mm X .457m X 2.44m 26 Length/s " I1.7 Gutter, Spanish, G.i., Pre-painted, 0.40mm X 0.610m X 2.44m, Color: Terracotta Orange" 30 Pc/s " I1.8 Fascia Flashing, G.i., Pre-painted, 0.40mm X 0.305m X 2.44m, Color: Terracotta Orange" 3300 Pc/s I1.9 J-bolt 6mm Dia With Felt And Cyclonic Washer 6 Can/s I1.10 Sealant, Elastomeric/roof (1 Lit/can) J Carpentry Works 12 Sq.m. J1 Ceiling (exterior & Interior, 6mm Thick Fiber Cement Ceiling Board On Steel Channels And Accessories) 8 Sheet/s J1.1 Fiber Cement Board, 6mm X 1.2m X 2.4m 12 Length/s J1.2 Furring Channel, Single, T: 0.4mm X L: 5.0m (17mm X 49mm X 17mm) 8 Length/s J1.3 Carrying Channel, T: 0.8mm X L: 5.0m (11mm X 37mm X 11mm) 20 Length/s J1.4 Wall Angle, T=0.6mm X 25mm X 25mm X 3.0m 1 Box/es J1.5 Blind Rivets, 3mm Dia X 9mm Long (1000pcs/box) K Plumbing & Sanitary Works 1 Lot K1 Wasteline Pipings, Fittings, & Accessories 12 Length/s " K1.1 Pipe, Pvc, 107.10mm Outside Dia X T=3.81mm X L=3.0m, S-1000, Orange" 15 Length/s " K1.2 Pipe, Pvc, 82.55mm Outside Dia X T=3.75mm X L=3.0m, S-1000, Orange" 5 Length/s " K1.3 Pipe, Pvc, 57.15mm Outside Dia X T=2.54mm X L=3.0m, S-1000, Orange" 4 Pc/s " K1.4 Clean-out, Pvc, 107.10mm Dia Nominal Size, S-1000, W/ Cover And O-ring" 32 Pc/s " K1.5 Elbow, Pvc, 82.55mm Inside Dia X 90 Deg. Bend, S-1000, Orange" 20 Pc/s " K1.6 Elbow, Pvc, 57.15mm Inside Dia X 90 Deg. Bend, S-1000, Orange" 4 Pc/s K1.7 Pvc Tee, Sanitary, Inside Dia: 107.10mm, S-1000, Orange 20 Pc/s K1.8 P-trap, Pvc, Inside Dia: 57.15mm, S-1000, Orange 1 Can/s K1.9 Solvent Cement, Pvc (500 Cc/can) 1 Lot K2 Waterline Pipings, Fittings, & Accessories 20 Length/s K2.1 Pipe, Upvc, 20mm Outside Dia, Wt=1.8min, L=3.0m, Blue 12 Pc/s K2.2 Elbow, Upvc, 20mm Inside Dia X 90 Deg. Bend, Plain, Blue 12 Pc/s " K2.3 Elbow, Upvc, 20mm Inside Dia X 90 Deg. Bend, One End Threaded, Blue" 15 Pc/s K2.4 Tee, Upvc, 20mm Inside Dia, Threaded, Blue 12 Pc/s K2.5 Coupling, Upvc, 20mm Inside Dia, Plain, Blue 5 Pc/s K2.6 Teflon 1" Tombo Or Equivalent 1 Pc/s K2.7 Gate Valve, 15mm Dia, Brass/bronze 1 Set/s K3 Plumbing Fixtures (samples Must Be Submitted For Approval Prior To Installation) 20 Pc/s K3.1 Floor Drain, 100mm X 100mm Dia, Stainless 20 Pc/s K3.2 Faucet, Stainless, 100mm - Wallmount 20 Pc/s K3.3 Strainer, Gutter, Stainless Steel, Dome Type, 75mm L Electrical Works (preparation) 1 Lot L1 Rough-in Works (incl. Conduits, Boxes, Tapes, And Fittings) 3 Pack/s L1.1 C-clamp/clip, Pvc, 20mm Dia, W/ Concrete Nails (100's/pk) 3 Pack/s L1.2 C-clamp/clip, Pvc, 25mm Dia, W/ Concrete Nails (100pcs/pk) 1 Pack/s L1.3 C-clamp/clip, Pvc, 32mm Dia, W/ Concrete Nails (100pcs/pk) 60 Set/s L1.4 Junction Box, 100mm X 100mm, W/ Cover & Screw, Octagonal 5 Pc/s L1.5 Square Box, Pvc, 120mm X 120mm X 60mm, W/ Cover & Screw 25 Pc/s L1.6 Box, Utility, Plastic, Surface Type 75 Length/s L1.7 Pipe, Pvc, Electrical, 20mm Dia X 3m, Thickwall, Orange 50 Length/s L1.8 Pipe, Pvc, Electrical, 25mm Dia X 3m, Thickwall, Orange 5 Length/s L1.9 Pipe, Pvc, Electrical, 32mm Dia X 3m, Thickwall, Orange 4 Pack/s L1.10 Pipe Connector, Pvc, Electrical, 20mm Dia (100's/pk) 3 Pack/s L1.11 Pipe Connector, Pvc, Electrical, 25mm Dia (100pcs/pk) 3 Can/s L1.12 Solvent Cement, Pvc (500 Cc/can) 1 Set/s L2 Devices, Swtiches, And Convenience Outlets 1 Set/s L2.1 Distri. Panel Board, Cen. Main, 8 Branches, 60a, Bolt-on Type, Flush Type M Tile Works 120 Sq.m. M1 Concrete Table: Ceramic Tiles, Glazed, 200mm X 200mm, Cream (samples Must Be Submitted For Approval Prior To Installation) 3300 Pc/s M1.1 Tiles, Wall, Ceramic, 20cm X 20cm, Glazed, Cream 60 Length/s M1.2 Tile Trim, 2.4m, Good Quality, Cream 60 Bag/s M1.3 Tile Adhesive 25kg/bag 10 Pack/s M1.4 Tile Grout (5kg/bag), Cream ** ** ** Nothing Follows ** ** ** Bid Documents Shall Be Available At The Bac Office, New City Hall, Lgu Bayawan City Upon Payment Of Prescribed Non-refundable Fee. Bidders Shall Drop Their Technical And Financial Proposals In The Bid Box At The Bac Office, Bayawan City On Or Before The Deadline Of Submission Of Bids. All Particulars Relative To Eligibility Process, Opening And Evaluation Of Bids, Post- Qualification And Award Of Contract Shall Be Governed By The Applicable Provisions Of Ra. 9184. The City Of Bayawan Reserves The Right To Reject Any Or All Bids, To Waive Any Defects Or Formality Therein And To Accept Bids Considered Responsive And Most Advantageous To The Government. The Complete Schedule Of Activities Is Listed, As Follows: Activities Schedule Issuance Of Bid Documents January 16, 2024 To February 05, 2024 @ 5:00 P.m. Pre-bid Conference January 23, 2024 @ 2:00 P.m. Deadline/opening Of Bids February 06, 2024 @ 2:00 P.m. Approved: (sgd) Virginia D. Sadiasa City Civil Registrar Bac Chairman Geps Publication : January 16, 2024 Newspaper : None

Details: Description Invitation To Bid The City Of Bayawan, Through Its Bids And Awards Committee (bac), Invites Suppliers/manufacturers/distributors/contractors To Bid For The Hereunder Projects: Bid No. Pr No. Descriptions Abc Source Of Funds Itb 24-048 100-23-03-096 To Provide Materials, Labor, Fuel & Equipment For The Improvement Of Barangay Gymnasium And Evacuation Center, San Isidro (1st Revision) Php 3,500,000.00 Cdrrmf 2023 Item No. Qty. Unit Articles Brand Unit Total Price 1 1 Lot To Provide Materials, Labor, Fuel And Equipment For The Improvement Of Barangay Gymnasium And Evacuation Center, San Isidro, 1st Revision A General Requirement 51,260.35 A1 Temporary Facilities & Utilities 2.8 Sq.m A1.1 Corrugated Sheet, G.i., 0.27mm X 3.0m 8.0 Sheet/s A1.2 G-melina, Mahogany And Equivalent, 50mm X 50mm X 3.0m 15.00 Pc/s A1.3 G-melina, Mahogany And Equivalent, 50mm X 75mm X 3.0m 10.00 Pc/s A1.4 Tie Wire, # 16 2.00 Kg/s A1.5 Blade, Hacksaw, 12mm X 300mm, 18tpi, (excellent Quality) 2.00 Pc/s A1.6 Nails, Common Wire, 38mm 1.00 Kg/s A1.7 Nails, Common Wire, 62mm 1.00 Kg/s A1.8 Nails, Common Wire, 100mm 1.00 Kg/s A1.9 Nails, Umbrella/roofing, 62mm 2.00 Kilo/s A1.10 Sealant, Elastomeric/roof (1/4kg/pk) 2.00 Pack(s) A2 Billboards 5.95 Sq.m A2.1 G-melina, Mahogany And Equivalent, 50mm X 50mm X 3.0m 7.00 Pc/s A2.2 G-melina, Mahogany And Equivalent, 50mm X 75mm X 3.0m 6.00 Pc/s A2.3 Plywood, Marine, 4.5mm X 1.2m X 2.4m, Type I, Grade A/a 2.00 Sheet/s A2.4 Nails, Common Wire, 38mm 1.00 Kg/s A2.5 Nails, Common Wire, 62mm 1.00 Kg/s A2.6 Paint, Enamel (gal), Flatwall, White 1.00 Gal/s A2.7 Acrylic Spray Paint, Flat Black(400cc/can) 5.00 Can/s A2.8 Acrylic Spray Paint, Orange(400cc/can) 1.00 Can/s A2.9 Acrylic Spray Paint, Maroon(400cc/can) 1.00 Can/s A2.10 Acrylic Spray Paint, Yellow(400cc/can) 1.00 Can/s A2.11 Acrylic Spray Paint, Blue(400cc/can) 1.00 Can/s A2.12 Acrylic Spray Paint, Red(400cc/can) 1.00 Can/s A2.13 Acrylic Spray Paint, Green(400cc/can) 1.00 Can/s A2.14 Paint Roller W/ Handle, 175mm 1.00 Pc/s A3 Safety And Health 1.00 Lot A3.1 Mask, Face, Welding Mask, W/ #10 Dark Glass 2.00 Pc/s A3.2 Gloves, Welding Leathear Long, 16', Ce Certified En 12477 2.00 Pair/s A3.3 Safety Glasses, Clear 5.00 Pc/s A3.4 Gloves, Working, Rubber & Cloth Combination, Good Quality 10.00 Pair/s A3.5 Vest, Reflectorized, Safety, Orange 10.00 Pc/s A3.6 Hat, Hard, High Quality And Heavy Duty For Industrial/construction, Safety Helmet, Uv-resistant, Hdpe, Ce En397, W/ Chin Strap, Yellow 5.00 Pc/s A3.7 Hat, Hard, High Quality And Heavy Duty For Industrial/construction, Safety Helmet, Uv-resistant, Hdpe, Ce En397, W/ Chin Strap, White 1.00 Pc/s B Earthworks 141,604.38 B1 Layout And Excavation 57.95 Cu.m. B1.1 G-melina, Mahogany And Equivalent, 50mm X 50mm X 3.0m 15.00 Pc/s B1.2 G-melina, Mahogany And Equivalent, 50mm X 75mm X 3.0m 15.00 Pc/s B1.3 Nylon, # 80 1.00 Kg/s B1.4 Nails, Common Wire, 100mm (25kgs/box) 1.00 Box/es B2 Embankment And Compaction 121.34 Cu.m. B3 Gravel Bedding B3.1 Gravel, Mixing, Crushed, Screened & Washed, Max. Size 50mm Dia 37.00 Cu.m. C Structural Concrete (incl. Forms And Scaffoldings) 833,726.92 C1 Column Footing, 3000 Psi 4.80 Cu.m. C1.1 Cement, Portland (40kgs/bag), Type 1p 49.00 Bag/s C1.2 Sand, Washed, Mixing/screened 3.00 Cu.m. C1.3 Gravel, Mixing, Crushed, Screened & Washed, Max. Size 20mm Dia 6.00 Cu.m. C1.4 Deformed Steel Bar, 16mm Ø X 6m, Grade 415 39.00 Length/s C1.5 Blade, Hacksaw, 12mm X 300mm, 18tpi, (excellent Quality) 3.00 Pc/s C1.6 Tie Wire, # 16 5.00 Kg/s C2 Wall Footing, 3000 Psi 9.28 Cu.m. C2.1 Cement, Portland (40kgs/bag), Type 1p 89.00 Bag/s C2.2 Sand, Washed, Mixing/screened 5.00 Cu.m. C2.3 Gravel, Mixing, Crushed, Screened & Washed, Max. Size 20mm Dia 10.00 Cu.m. C2.4 Deformed Steel Bar, 12mm Ø X 6m, Grade 275 107.00 Length/s C2.5 Blade, Hacksaw, 12mm X 300mm, 18tpi, (excellent Quality) 3.00 Pc/s C2.6 Tie Wire, # 16 14.00 Kg/s C3 Rc Columns, 3000 Psi 4.64 Cu.m. C3.1 Cement, Portland (40kgs/bag), Type 1p 45.00 Bag/s C3.2 Sand, Washed, Mixing/screened 4.00 Cu.m. C3.3 Gravel, Mixing, Crushed, Screened & Washed, Max. Size 20mm Dia 6.00 Cu.m. C3.4 Deformed Steel Bar, 16mm Ø X 6m, Grade 415 40.00 Length/s C3.5 Deformed Steel Bar, 10mm Ø X 6m, Grade 275 66.00 Length/s C3.6 Blade, Hacksaw, 12mm X 300mm, 18tpi, (excellent Quality) 3.00 Pc/s C3.7 Tie Wire, # 16 14.00 Kg/s C4 Slab-on-fill, 3,000 Psi 30.30 Cu.m. C4.1 Cement, Portland (40kgs/bag), Type 1p 282.00 Bag/s C4.2 Sand, Washed, Mixing/screened 17.00 Cu.m. C4.3 Gravel, Mixing, Crushed, Screened & Washed, Max. Size 20mm Dia 32.00 Cu.m. C4.4 Deformed Steel Bar, 10mm Ø X 6m, Grade 275 198.00 Length/s C4.5 Blade, Hacksaw, 12mm X 300mm, 18tpi, (excellent Quality) 3.00 Pc/s C4.6 Tie Wire, # 16 9.00 Kg/s C5 Roof Beams, 3000 Psi 2.62 Cu.m. C5.1 Cement, Portland (40kgs/bag), Type 1p 27.00 Bag/s C5.2 Sand, Washed, Mixing/screened 2.00 Cu.m. C5.3 Gravel, Mixing, Crushed, Screened & Washed, Max. Size 20mm Dia 3.00 Cu.m. C5.4 Deformed Steel Bar, 16mm Ø X 6m, Grade 415 20.00 Length/s C5.5 Deformed Steel Bar, 10mm Ø X 6m, Grade 275 48.00 Length/s C5.6 Blade, Hacksaw, 12mm X 300mm, 18tpi, (excellent Quality) 3.00 Pc/s C5.7 Tie Wire, # 16 6.00 Kg/s C6 Concrete Formworks And Scaffoldings 1.00 Lot C6.1 Phenolic Board, 18mm X 1.22m X 2.44m 4.00 Sheet/s C6.2 Pipe, G.i. 40mm Ø X 6m, Wt=2.9mm, Outside Dia=48.30mm, 3.247kg/m, Light Gauge 8.00 Length/s C6.3 Scaffolding Clamp, Swivel, 40mm X 40mm 20.00 Pc/s C6.4 Scaffolding Clamp, Fixed, 40mm X 40mm 20.00 Pc/s C6.5 Shoring Jack, Heavy Duty, Gi, S20, Inner Pipe: 40mm X Outer Pipe: 50mm, Upto 3.40m Full Extension 4.00 Pc/s C6.6 Nails, Common Wire, 62mm 10.00 Kg/s C6.7 Nails, Common Wire, 75mm 10.00 Kg/s D Masonry Works 296,576.36 D1 Building Walls, Exterior & Interior: 4" Chb W/ 10mmø Vertical Bars Spaced @ 0.60m O.c. And 10mmø Horizontal Bars Every After 3rd Layer 150.20 Sq.m. D1.1 Cement, Portland (40kgs/bag), Type 1p 167.00 Bag/s D1.2 Hollow Block, Concrete, 10cm X 20cm X 40cm (fabricated) 1,972.00 Pc/s D1.3 Sand, Washed, Mixing/screened 40.00 Cu.m. D1.4 Deformed Steel Bar, 12mm Ø X 6m, Grade 275 166.00 Length/s D1.5 Tie Wire, # 16 7.00 Kg/s D2 Plastering, 16mm Thick (including Concrete Moulding) 197.06 Sq.m. D2.1 Cement, Portland (40kgs/bag), Type 1p 45.00 Bag/s D2.2 Sand, Washed, Mixing/screened 8.00 Cu.m. D2.3 Plain Sheet, G.i., 0.30mm X 0.9m X 2.40m 2.00 Sheet/s E Steel Works 524,506.82 E1 Supply, Fabrication, And Installation Of Steel Trusses, Rafter, Fascia Frame, C Purlins And Sag Rods 1.00 Lot E1.1 Angle Bar, 4.5mm X 50mm X 50mm X 6m 60.00 Length/s E1.2 Angle Bar, 4.5mm X 25mm X 25mm X 6m 42.00 Length/s E1.3 C-purlins, 1.5mm X 50mm X 100mm X 6.0m 94.00 Length/s E1.4 Round Bar, Plain, 16mm Dia X 6.0 M 22.00 Length/s E1.5 Turn Buckle, 16mm Dia X .30m (hook & Eye) 24.00 Pc/s E1.6 Steel Plate, 6mm X 1.2m 2.4m 1.00 Sheet/s E1.7 Bolt, Anchor, 25mm Dia X 300mm X 100mm, W/ Nut & Washer 16.00 Pc/s E1.8 Cut-off Disc/wheel, 350mm, Heavy Duty 3.00 Pc/s E1.9 Rod/electrode, Welding, E6013, 1/8" (bx)) (matchless Quality, Iso 9001, 2000 Certified, 20 Kg/box) 5.00 Box/es F Roofing Works 1,565,440.46 F1 Supply And Installation Of Long Span Rib Type, Orange-colored Roofing And With Bended Accessories 1,209.82 Sq.m F1.1 Roofing, Long Span, Rib Type, Min. T=.40mm, Min. Eff. W=1.040m, Min Rib H=22mm, L=10.70m, Color: Terracotta Orange 84.00 Sheet/s F1.2 Roofing, Long Span, Rib Type, Min. T=.40mm, Min. Eff. W=1.040m, Min Rib H=50mm, L=4.80m, Color: Terracotta Orange 42.00 Sheet/s F1.3 Roofing, Long Span, Rib Type, Min. T=.40mm, Min. Eff. W=1.040m, Min Rib H=50mm, L=5.00m, Color: Terracotta Orange 18.00 Sheet/s F1.4 Facia Flashing, G.i., Pre-painted, 0.40mm X 0.305m X 2.44m, Color: Terracota Orange 22.00 Pc/s F1.5 Gutter, Spanish, G.i., Pre-painted, 0.40mm X 0.610m X 2.44m, Color: Terracotta Orange 72.00 Length/s F1.6 Strainer, Gutter, Stainless Steel, Dome Type, 75mm 16.00 Pc/s F1.7 Screw, Tex, 63mm, For Steel (pc) 5,000.00 Pc/s F1.8 Sealant, Elastomeric/roof (1 Lit/can) 10.00 Can/s F1.9 Ridge Roll, Pre-painted, G.i., .40mm X .457m X 2.44m 18.00 Length/s F1.10 Pipe, Pvc, 107.10mm Outside Dia X T=3.81mm X L=3.0m, S-1000, Orange 35.00 Length/s F1.11 Elbow, Pvc, 107.10mm Inside Dia X 90 Deg. Bend, S-1000, Orange 64.00 Pc/s F1.12 Solvent Cement, Pvc (500 Cc/can) 5.00 Can/s G Windows 20,629.48 G1 Supply And Installation Of Metal Louver Panel 1.00 Lot G1.1 Labor And Materials - Fixed Louvered Steel Window, Width: 2.65m X Height: 3.5m, 3/16" Dia Steel Crossrod, 1 1/4" X 3/16" Steel Flatbar, Using 16 Ga. Steel Sheet Metal, With Complete Accessories 2.00 Set/s H Painting Works 66,255.23 H1 Painting Works For Concrete Walls ( Includes Stage, Columns, Beams And The Bleachers ) 175.73 Sq.m H1.1 Latex Paint, Gloss (gal), Tasty Tan 12.00 Gal/s H1.2 Acrylic (concrete Primer & Sealer, Acrylic, Megacryl (gal)), Water Based 6.00 Gal/s H1.3 Skim Coat Powder (25kg/bag), Color: White 11.00 Bag/s H1.4 Cement, Portland (40kgs/bag), Type 1p 11.00 Bag/s H1.5 Tray, Plastic, Paint 3.00 Pc/s H1.6 Paint Roller W/ Handle, 175mm 3.00 Pc/s H1.7 Paint Roller W/ Handle, 100mm 3.00 Pc/s H1.8 Paint Roller W/ Handle, 50mm 3.00 Pc/s H1.9 Masking Tape, 25mm 5.00 Roll/s H1.10 Sand Paper, #100, 225mm X 275mm 20.00 Pc/s H1.11 Sand Paper, # 180, 225mm X 275mm 20.00 Pc/s H1.12 Thinner, Paint (3.75lit/can) 3.00 Can/s H2 Painting Works For The Steel (including Steel Trusses, Rafter, C Purlins, Fascia Frame And Sag Rods) 170.91 Sq.m H2.1 Paint Primer, Metal, Red Oxide (gal) 9.00 Gal/s H2.2 Thinner, Paint (3.75lit/can) 2.00 Can/s H2.3 Tray, Plastic, Paint 1.00 Pc/s H2.4 Masking Tape, 25mm 1.00 Roll/s H2.5 Sand Paper, #100, 225mm X 275mm 5.00 Pc/s H2.6 Sand Paper, # 180, 225mm X 275mm 5.00 Pc/s H2.7 Brush, Paint, 50mm, Hair Type 3.00 Pc/s Bid Documents Shall Be Available At The Bac Office, New City Hall, Lgu Bayawan City Upon Payment Of Prescribed Non-refundable Fee. Bidders Shall Drop Their Technical And Financial Proposals In The Bid Box At The Bac Office, Bayawan City On Or Before The Deadline Of Submission Of Bids. All Particulars Relative To Eligibility Process, Opening And Evaluation Of Bids, Post- Qualification And Award Of Contract Shall Be Governed By The Applicable Provisions Of Ra. 9184. The City Of Bayawan Reserves The Right To Reject Any Or All Bids, To Waive Any Defects Or Formality Therein And To Accept Bids Considered Responsive And Most Advantageous To The Government. The Complete Schedule Of Activities Is Listed, As Follows: Activities Schedule Issuance Of Bid Documents February 8, 2024 – February 28, 2024 @ 5:00 P.m. Pre-bid Conference February 15, 2024 @ 2:00 P.m. Deadline/opening Of Bids February 28, 2024 @ 2:00 P.m.

Details: Description Request For Quotation: Date : Name Of Company : San Francisco Nhs Rfq No. : 1 Pr No. : 001 Complete Company Address: San Francisco So. Leyte Philgeps Ref. No.: To Whom It May Concern: Canvassers’s Certification " Please Quote Your Lowest Price/s On The Lot Or Item/s Below, Subject To General Conditions Indicated Herein, Stating The Shortest Time Of Delivery And Submit Your Quotation Duly Signed By Your Official Representative Not Later Than ____________________ At _______________to The Address Listed Above." This Is To Certify That I Have Full Knowledge, Authority And Responsibility In Distributing And/or Collecting The Request For Quotation In Accordance To The Guidelines In Securing Prices For The (agency Name). Very Truly Yours, Mercy A. Abacahin Judy Ann S. Tagaro (printed Name Above Signature) Bac Chairman Authorized Canvasser Supplier/contractor/consultant’s Proposal Box Please Quote: Per Lot/per Item Item No. Description Unit Qty Unit Cost Total Material Cost Grand Total Material Labor Material Labor General Requirements Mobilization/temporary Structures, Utilities And Services/demobilization / Standard Billboard / Material Testing Lot 1 989.45 659.64 989.45 659.64 1,649.09 Safety And Health Lot 1 1649.09 0 1,649.09 0.00 1,649.09 Hauling Cost Lot 1 0 0 0.00 0.00 0.00 A Earthworks Clearing And Grubbing Sq.m 9.39 0.00 20.00 0.00 187.80 187.80 Structural Excavation Cu.m 3.72 0.00 200.00 0.00 744.00 744.00 Backfilling And Compaction Cu.m 3.70 0.00 45.00 0.00 166.50 166.50 Gravel Bedding G-1 Cu.m 0.67 757.14 139.07 507.28 93.18 600.46 Select Fill Cu.m 0.94 150.00 45.00 141.00 42.30 183.30 Soil Poisoning Sq.m 9.39 15.00 4.50 140.85 42.26 183.11 Sub-total B Concreting Works Wall Footing Cu.m 2.39 Portland Cement Bag 8.00 225.00 44.57 1,800.00 356.56 2,156.56 Crushed Gravel 3/4" Cu.m 1.00 1,500.00 138.23 1,500.00 138.23 1,638.23 Washed Sand Cu.m 0.50 1,700.00 127.50 850.00 63.75 913.75 Column Cu.m 0.70 Portland Cement Bag 7.00 225.00 44.57 1,575.00 311.99 1,886.99 Crushed Gravel 1" Cu.m 0.75 1,500.00 162.00 1,125.00 121.50 1,246.50 Washed Sand Cu.m 0.50 1,700.00 127.50 850.00 63.75 913.75 Beam Portland Cement Bag 4.00 225.00 44.57 900.00 178.28 1,078.28 Crushed Gravel 3/4" Cu.m 0.50 1,500.00 162.00 750.00 81.00 831.00 Washed Sand Cu.m 0.25 1,700.00 127.50 425.00 31.88 456.88 Slab On Grade Cu.m 0.95 Portland Cement Bag 9.00 225.00 44.57 2,025.00 401.13 2,426.13 Crushed Gravel 3/4" Cu.m 1.00 1,500.00 138.23 1,500.00 138.23 1,638.23 Washed Sand Cu.m 0.50 1,700.00 127.50 850.00 63.75 913.75 Handwashing Cu.m 0.95 Portland Cement Bag 2.00 225.00 44.57 450.00 89.14 539.14 Crushed Gravel 3/4" Cu.m 0.25 1,500.00 162.00 375.00 40.50 415.50 Washed Sand Cu.m 0.25 1,700.00 127.50 425.00 31.88 456.88 Sub-total 17,511.56 C. Rebar Works Wall Footing Kg 89.50 Column Kg 100.43 Beam Kg 40.14 Slab On Grade Kg 36.27 Handwashing Kg 6.61 Deformed Round Bars, 12mmx6m, Grade 40 230.07 38.00 7.60 8,742.66 1,748.53 10,491.19 Deformed Round Bars, 10mmx6m, Grade 40 Kg 42.88 38.00 7.60 1,629.44 325.89 1,955.33 G.i. Tie Wire Kg 6.00 70.00 12.75 420.00 76.50 496.50 Sub-total 12,943.02 Formworks Column Sq.m 13.92 Coco Lumber, 2"x3"x12' Bd.ft 72.00 18.20 4.50 1,310.40 324.00 1,634.40 Plywood Ordinary, 1/4"4'x8' Pc 2.00 410.00 77.50 820.00 155.00 975.00 Cwn, Assorted Kg 1.00 65.00 15.00 65.00 15.00 80.00 Beams Sq.m 3.33 0.00 0.00 0.00 Coco Lumber, 2"x2"x12' Bd.ft 20.00 18.20 4.50 364.00 90.00 454.00 Plywood Ordinary, 1/4"4'x8' Pc 1.00 410.00 77.50 410.00 77.50 487.50 Cwn, Assorted Kg 1.00 65.00 15.00 65.00 15.00 80.00 Handwashing Sq.m 1.72 0.00 0.00 0.00 Coco Lumber, 2"x2"x12' Bd.ft 8.00 18.20 4.50 145.60 36.00 181.60 Plywood Ordinary, 1/4"4'x8' Pc 1.00 410.00 77.50 410.00 77.50 487.50 Cwn, Assorted Kg 1.00 65.00 15.00 65.00 15.00 80.00 Sub-total 4,460.00 D. Masonry Works Masonry Wall Sq.m 24.11 Chb 6" Thk Pc 302.00 27.00 3.19 8,154.00 963.38 9,117.38 Portland Cement Bag 8.00 225.00 45.00 1,800.00 360.00 2,160.00 Washed Sand Cu.m 1.00 1,700.00 218.33 1,700.00 218.33 1,918.33 10mm X 6m Rsb Kg 32.00 38.00 9.79 1,216.00 313.28 1,529.28 G.i. Tie Wire Kg 1.00 70.00 15.00 70.00 15.00 85.00 Plastering Sq.m 48.21 Portland Cement Bag 10.00 225.00 45.00 2,250.00 450.00 2,700.00 Washed Sand Cu.m 1.00 1,700.00 218.33 1,700.00 218.33 1,918.33 Sub-total 19,428.32 E. Doors And Windows D-3 Flush Door O 70m X 2.10m On 150mm Wooden Jamb Complete With Accessories Set 2.00 3,567.50 517.13 7,135.00 1,034.26 8,169.26 Sub-total 8,169.26 F. Steel Works Lc 75 X 38 X 15 X 2.0mm Kg 90.71 40.68 10.17 3,690.08 922.52 4,612.60 L 50 X 50 X 6mm Kg 18.40 80.54 20.13 1,481.94 370.39 1,852.33 G I Pipe 75mmø Sch 40 Pc 2.00 1,658.00 414.50 3,316.00 829.00 4,145.00 Tubular 50mm X 100mm X 1.5mm Pc 2.00 1,100.00 271.25 2,200.00 542.50 2,742.50 50mm X 75mm X 1.2mm Tubular Pipe Pc 5.00 500.00 125.00 2,500.00 625.00 3,125.00 Welding Rod Kg 3.00 90.00 22.50 270.00 67.50 337.50 Sub-total 16,814.93 G. Roofing Works Long Span Roofing, Corrugated, Pre-painted, 1220mm X 0.4mm Thk M 8.55 330.08 72.00 2,822.14 615.60 3,437.74 Flashing Ga 26, 24"x 8" Pc 2.00 498.00 0.00 996.00 0.00 996.00 Teckscreww 2-1/2" Pc 69.00 2.50 0.00 172.50 0.00 172.50 Roof Sealant L 2.00 300.00 0.00 600.00 0.00 600.00 Polycarbonated Sheets Twin Wall 6mm Thick Including Accessories Sq.m 6.63 1,600.00 160.00 10,608.00 1,060.80 11,668.80 Sub-total 16,875.04 H. Carpentry Works Ceiling Sq.m 6.35 Rough Lumber, Sun Dried, Tanguile, 2"x2"x12' Bd.ft 28.00 40.22 8.85 1,126.16 247.80 1,373.96 Plywood, Marine 1/4" X 4' X 8' Pc 3.00 495.00 108.90 1,485.00 326.70 1,811.70 Finishing Nails Kg 1.00 70.00 15.40 70.00 15.40 85.40 Common Wire Nails Kg 1.00 80.00 17.60 80.00 17.60 97.60 Fascia Board, Fiber Cement 10" X 12' Pc 4.00 352.50 77.55 1,410.00 310.20 1,720.20 Ceiling Vent 1" X 12" X 4' With Screen Pc 1.00 245.00 53.90 245.00 53.90 298.90 Sub-total 5,387.76 I. Electrical Works Roughing-ins Electrical Conduit Upvc, 15mmø Pc 5.00 123.00 16.00 615.00 80.00 695.00 Junction Box, 4" X 4" G.i. Pc 1.00 35.00 5.00 35.00 5.00 40.00 Utility Box, 2" X 4" G.i. Wires & Fixtures Pc 2.00 26.00 7.60 52.00 15.20 67.20 3.5 Mm2 Thw Wire, Stranded M 48.00 38.00 6.60 1,824.00 316.80 2,140.80 Single Switch With Plate Pc 3.00 150.00 30.00 450.00 90.00 540.00 Ceiling Receptacle 3-1/2"ø Pc 3.00 33.00 5.00 99.00 15.00 114.00 Incandescent Bulb 50w Set 3.00 200.00 5.25 600.00 15.75 615.75 Electrical Tape Pc 1.00 48.50 5.63 48.50 5.63 54.13 Sub-total 4,266.88 J. Plumbing Works Water Closet 1.6gpf With Accessories Set 2.00 3,800.00 570.00 7,600.00 1,140.00 8,740.00 Water Closet Flange Set 2.00 262.50 39.38 525.00 78.76 603.76 Faucet, Plain Bibb, Brass 1/2"ø Pc 3.00 136.00 40.80 408.00 122.40 530.40 S S Floor Drain 4' X 4" Pc 5.00 97.50 14.63 487.50 73.15 560.65 Gate Valve, 1/2"ø Pc 1.00 250.00 75.00 250.00 75.00 325.00 Pp-r Pipe 1/2"ø Pc 5.00 215.00 75.00 1,075.00 375.00 1,450.00 Pp-r Elbow 90o X 1/2"ø Pc 5.00 11.50 4.20 57.50 21.00 78.50 Pp-r Tee, 1/2"ø Pc 3.00 14.00 5.10 42.00 15.30 57.30 Pp-r Coupling Reducer, 1/2" X 3/4"ø Pc 1.00 12.00 3.30 12.00 3.30 15.30 Pp-r Adapter Female Thread 1/2"ø Pc 5.00 88.00 25.49 440.00 127.45 567.45 Teflon Tape Roll 1.00 27.00 1.80 27.00 1.80 28.80 Sub-total 12,957.16 K. Sanitary Works Upvc Sanitary Pipe 4"ø Pc 2.00 805.00 200.80 1,610.00 401.60 2,011.60 Upvc Sanitary Pipe 2"ø Pc 5.00 398.00 81.10 1,990.00 405.50 2,395.50 Upvc Elbow 90o X 2"ø Pc 3.00 48.00 7.50 144.00 22.50 166.50 Upvc Tee 2" X 2" Pc 3.00 45.00 10.80 135.00 32.40 167.40 Upvc Elbow 90o X 4"ø Pc 3.00 95.00 28.80 285.00 86.40 371.40 Upvc P-trap 2" Pc 5.00 105.00 19.80 525.00 99.00 624.00 Brass Cleanout 4" X 4" Pc 1.00 350.00 105.00 350.00 105.00 455.00 Pvc Cement Can 1.00 165.00 45.00 165.00 45.00 210.00 Chb, 4"x 8"x16", Standard Pcs 200.00 23.00 5.29 4,600.00 1,058.00 5,658.00 Deformed Round Bars, 10mmx6m, Grade 40 Kg 178.00 38.00 9.79 6,764.00 1,742.62 8,506.62 Portland Cement Bag 10.00 225.00 45.00 2,250.00 450.00 2,700.00 Washed Sand Cu.m 2.00 1,700.00 218.33 3,400.00 436.66 3,836.66 G.i. Tie Wire Kg 3.00 70.00 12.75 210.00 38.25 248.25 Sub-total 27,350.93 L. Painting Works Concrete Surfaces Sq.m 34.11 Neutralizer Gal 0.50 150.00 82.20 75.00 41.10 116.10 Latex, Flat Gal 1.00 825.00 150.00 825.00 150.00 975.00 Latex, Semi Gloss Gal 1.00 924.00 169.50 924.00 169.50 1,093.50 Acri Color Qrt 1.00 65.00 49.40 65.00 49.40 114.40 Wood Surfaces Enamel, Flatwall Gal 0.50 980.00 159.00 490.00 79.50 569.50 Enamel, Semi Gloss Gal 0.50 985.00 174.00 492.50 87.00 579.50 Paint Thinner Gal 0.50 430.00 72.00 215.00 36.00 251.00 Sub-total 3,699.00 M. Tile Works Wall Sq.m 14.10 Glazed Wall Tiles 20cm X 20cm Pc 364.00 15.00 4.50 5,460.00 1,638.00 7,098.00 Tile Adhesive 25 Kg/bag Bag 3.00 224.10 67.23 672.30 201.69 873.99 Tile Trim 6mm Pc 4.00 95.00 28.50 380.00 114.00 494.00 Tile Grout 5 Kg/bag Bag 2.00 150.00 45.00 300.00 90.00 390.00 Flooring Sq.m 3.75 Unglazed Floor Tiles 20cm X 20cm Pc 97.00 15.00 4.50 1,455.00 436.50 1,891.50 Tile Adhesive 25 Kg/bag Bag 1.00 224.10 67.23 224.10 67.23 291.33 Tile Grout 5 Kg/bag Bag 1.00 150.00 45.00 150.00 45.00 195.00 Handwashing Unglazed Floor Tiles 20cm X 20cm Pc 65.00 15.00 4.50 975.00 292.50 1,267.50 Tile Adhesive 25 Kg/bag Bag 1.00 224.10 67.23 224.10 67.23 291.33 Tile Grout 5 Kg/bag Bag 1.00 150.00 45.00 150.00 45.00 195.00 Sub-total 12,987.65 I. Materials (vat Inclusive) 140,525.09 Ii Labor 27,689.76 Iii Total Construction Cost (i + Ii) 168,214.86

Details: Description Philippine Bidding Documents (as Harmonized With Development Partners) Road Opening Project – Farm To Market Road At Brgy. Mapili, San Enrique, Iloilo Bid No. Agr-24-584-b Iloilo Provincial Government Sixth Edition Table Of Contents Glossary Of Terms, Abbreviations, And Acronyms 4 Section I. Invitation To Bid Error! Bookmark Not Defined. Section Ii. Instructions To Bidders 9 1. Scope Of Bid 9 2. Funding Information 9 3. Bidding Requirements 9 4. Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices 9 5. Eligible Bidders 10 6. Origin Of Associated Goods 10 7. Subcontracts 10 8. Pre-bid Conference 10 9. Clarification And Amendment Of Bidding Documents 10 10. Documents Comprising The Bid: Eligibility And Technical Components 11 11. Documents Comprising The Bid: Financial Component 11 12. Alternative Bids 11 13. Bid Prices 12 14. Bid And Payment Currencies 12 15. Bid Security 12 16. Sealing And Marking Of Bids 12 17. Deadline For Submission Of Bids 12 18. Opening And Preliminary Examination Of Bids 13 19. Detailed Evaluation And Comparison Of Bids 13 20. Post Qualification 13 21. Signing Of The Contract 13 Section Iii. Bid Data Sheet 14 Section Iv. General Conditions Of Contract 16 1. Scope Of Contract 16 2. Sectional Completion Of Works 16 3. Possession Of Site 16 4. The Contractor’s Obligations 16 5. Performance Security 17 6. Site Investigation Reports 17 7. Warranty 17 8. Liability Of The Contractor 17 9. Termination For Other Causes 17 10. Dayworks 18 11. Program Of Work 18 12. Instructions, Inspections And Audits 18 13. Advance Payment 18 14. Progress Payments 18 15. Operating And Maintenance Manuals 18 Section V. Special Conditions Of Contract 19 Section Vi. Specifications 20 Section Vii. Drawings 36 Section Viii. Bill Of Quantities 37 Section Ix. Checklist Of Technical And Financial Documents 40 Glossary Of Terms, Abbreviations, And Acronyms Abc – Approved Budget For The Contract. Arcc – Allowable Range Of Contract Cost. Bac – Bids And Awards Committee. Bid – A Signed Offer Or Proposal To Undertake A Contract Submitted By A Bidder In Response To And In Consonance With The Requirements Of The Bidding Documents. Also Referred To As Proposal And Tender. (2016 Revised Irr, Section 5[c]) Bidder – Refers To A Contractor, Manufacturer, Supplier, Distributor And/or Consultant Who Submits A Bid In Response To The Requirements Of The Bidding Documents. (2016 Revised Irr, Section 5[d]) Bidding Documents – The Documents Issued By The Procuring Entity As The Bases For Bids, Furnishing All Information Necessary For A Prospective Bidder To Prepare A Bid For The Goods, Infrastructure Projects, And/or Consulting Services Required By The Procuring Entity. (2016 Revised Irr, Section 5[e]) Bir – Bureau Of Internal Revenue. Bsp – Bangko Sentral Ng Pilipinas. Cda – Cooperative Development Authority. Consulting Services – Refer To Services For Infrastructure Projects And Other Types Of Projects Or Activities Of The Gop Requiring Adequate External Technical And Professional Expertise That Are Beyond The Capability And/or Capacity Of The Gop To Undertake Such As, But Not Limited To: (i) Advisory And Review Services; (ii) Pre-investment Or Feasibility Studies; (iii) Design; (iv) Construction Supervision; (v) Management And Related Services; And (vi) Other Technical Services Or Special Studies. (2016 Revised Irr, Section 5[i]) Contract – Refers To The Agreement Entered Into Between The Procuring Entity And The Supplier Or Manufacturer Or Distributor Or Service Provider For Procurement Of Goods And Services; Contractor For Procurement Of Infrastructure Projects; Or Consultant Or Consulting Firm For Procurement Of Consulting Services; As The Case May Be, As Recorded In The Contract Form Signed By The Parties, Including All Attachments And Appendices Thereto And All Documents Incorporated By Reference Therein. Contractor – Is A Natural Or Juridical Entity Whose Proposal Was Accepted By The Procuring Entity And To Whom The Contract To Execute The Work Was Awarded. Contractor As Used In These Bidding Documents May Likewise Refer To A Supplier, Distributor, Manufacturer, Or Consultant. Cpi – Consumer Price Index. Dole – Department Of Labor And Employment. Dti – Department Of Trade And Industry. Foreign-funded Procurement Or Foreign-assisted Project – Refers To Procurement Whose Funding Source Is From A Foreign Government, Foreign Or International Financing Institution As Specified In The Treaty Or International Or Executive Agreement. (2016 Revised Irr, Section 5[b]). Gfi – Government Financial Institution. Gocc – Government-owned And/or –controlled Corporation. Goods – Refer To All Items, Supplies, Materials And General Support Services, Except Consulting Services And Infrastructure Projects, Which May Be Needed In The Transaction Of Public Businesses Or In The Pursuit Of Any Government Undertaking, Project Or Activity, Whether In The Nature Of Equipment, Furniture, Stationery, Materials For Construction, Or Personal Property Of Any Kind, Including Non-personal Or Contractual Services Such As The Repair And Maintenance Of Equipment And Furniture, As Well As Trucking, Hauling, Janitorial, Security, And Related Or Analogous Services, As Well As Procurement Of Materials And Supplies Provided By The Procuring Entity For Such Services. The Term “related” Or “analogous Services” Shall Include, But Is Not Limited To, Lease Or Purchase Of Office Space, Media Advertisements, Health Maintenance Services, And Other Services Essential To The Operation Of The Procuring Entity. (2016 Revised Irr, Section 5[r]) Gop – Government Of The Philippines. Infrastructure Projects – Include The Construction, Improvement, Rehabilitation, Demolition, Repair, Restoration Or Maintenance Of Roads And Bridges, Railways, Airports, Seaports, Communication Facilities, Civil Works Components Of Information Technology Projects, Irrigation, Flood Control And Drainage, Water Supply, Sanitation, Sewerage And Solid Waste Management Systems, Shore Protection, Energy/power And Electrification Facilities, National Buildings, School Buildings, Hospital Buildings, And Other Related Construction Projects Of The Government. Also Referred To As Civil Works Or Works. (2016 Revised Irr, Section 5[u]) Lgus – Local Government Units. Nfcc – Net Financial Contracting Capacity. Nga – National Government Agency. Pcab – Philippine Contractors Accreditation Board. Philgeps - Philippine Government Electronic Procurement System. Procurement Project – Refers To A Specific Or Identified Procurement Covering Goods, Infrastructure Project Or Consulting Services. A Procurement Project Shall Be Described, Detailed, And Scheduled In The Project Procurement Management Plan Prepared By The Agency Which Shall Be Consolidated In The Procuring Entity's Annual Procurement Plan. (gppb Circular No. 06-2019 Dated 17 July 2019) Psa – Philippine Statistics Authority. Sec – Securities And Exchange Commission. Slcc – Single Largest Completed Contract. Un – United Nations. Republic Of The Philippines Iloilo Provincial Government Section I. Invitation To Bid For Road Opening Project – Farm To Market Road At Brgy. Mapili, San Enrique, Iloilo Bid No. Agr-24-584-b 1. The Iloilo Provincial Government, Through The 20% Nta Fy-2024 – Road Networks (farm-to-market Road) Intends To Apply The Sum Of Four Million Three Hundred Thousand Pesos (p4,300,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Agr-24-584-b For The Road Opening Project – Farm To Market Road At Brgy. Mapili, San Enrique, Iloilo For The Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Iloilo Provincial Government Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required Seventy (70) Calendar Days. Bidders Should Have Completed A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. 4. Interested Bidders May Obtain Further Information From The Bids And Awards Committee Secretariat, 5th Floor, New Iloilo Provincial Capitol, Bonifacio Drive, Iloilo City, Philippines And Inspect The Bidding Documents At The Address Given Below From 8:00am To 5:00pm. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On April 25, 2024 From Given Address And Website/s Below And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Five Thousand Pesos (p5, 000.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person. 6. The Iloilo Provincial Government Will Hold A Pre-bid Conference On May 02, 2024, 9:00 A.m. At Bids And Awards Committee Secretariat, 5th Floor, New Iloilo Provincial Capitol, Bonifacio Drive, Iloilo City, Philippines, And/or Through Videoconferencing/webcasting Via Zoom Conference Which Shall Be Open To Prospective Bidders. The Default Meeting Id And Password Shall Be: Meeting Id: 434 085 1724 // Password: 0922 7. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Office Address At Bids And Awards Committee Secretariat, 5th Floor, New Iloilo Provincial Capitol, Bonifacio Drive, Iloilo City On Or Before May 16, 2024, 9:00 A.m. Late Bids Shall Not Be Accepted. 8. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. 9. Bid Opening Shall Be On May 16, 2024, 9:00 A.m. At Bids And Awards Committee Secretariat, 5th Floor, New Iloilo Provincial Capitol, Bonifacio Drive, Iloilo City, Philippines. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 10. The Iloilo Provincial Government Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35.6 And 41 Of The 2016 Revised Implementing Rules And Regulations (irr) Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 11. For Further Information, Please Refer To: Atty. Raemman M. Lagrada Head, Bac Secretariat 5f New Iloilo Provincial Capitol Bonifacio Drive, Iloilo City Tel. No. (33) 336-0736 Fax No. (33) 337-7731 Email: Ipg_bacs@yahoo.com 12. You May Visit The Following Websites: For Downloading Of Bidding Documents: Www.iloilo.gov.ph April 18, 2024 Atty. Dennis T. Ventilacion Bac Chairperson Section Ii. Instructions To Bidders 1. Scope Of Bid The Procuring Entity, Iloilo Provincial Government Invites Bids For The Road Opening Project – Farm To Market Road At Brgy. Mapili, San Enrique, Iloilo With Project Identification Number Agr-24-584-b. The Procurement Project (referred To Herein As “project”) Is For The Construction Of Works, As Described In Section Vi (specifications). 2. Funding Information 2.1. The Gop Through The Source Of Funding As Indicated Below For 2024 In The Amount Of Four Million Three Hundred Thousand Pesos (p4,300,000.00) 2.2. The Source Of Funding Is: A. 20% Nta Fy 2024 – Road Networks (farm-to-market Road) 3. Bidding Requirements The Bidding For The Project Shall Be Governed By All The Provisions Of Ra No. 9184 And Its 2016 Revised Irr, Including Its Generic Procurement Manual And Associated Policies, Rules And Regulations As The Primary Source Thereof, While The Herein Clauses Shall Serve As The Secondary Source Thereof. Any Amendments Made To The Irr And Other Gppb Issuances Shall Be Applicable Only To The Ongoing Posting, Advertisement, Or Invitation To Bid By The Bac Through The Issuance Of A Supplemental Or Bid Bulletin. The Bidder, By The Act Of Submitting Its Bid, Shall Be Deemed To Have Inspected The Site, Determined The General Characteristics Of The Contracted Works And The Conditions For This Project, Such As The Location And The Nature Of The Work; (b) Climatic Conditions; (c) Transportation Facilities; (c) Nature And Condition Of The Terrain, Geological Conditions At The Site Communication Facilities, Requirements, Location And Availability Of Construction Aggregates And Other Materials, Labor, Water, Electric Power And Access Roads; And (d) Other Factors That May Affect The Cost, Duration And Execution Or Implementation Of The Contract, Project, Or Work And Examine All Instructions, Forms, Terms, And Project Requirements In The Bidding Documents. 4. Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices The Procuring Entity, As Well As The Bidders And Contractors, Shall Observe The Highest Standard Of Ethics During The Procurement And Execution Of The Contract. They Or Through An Agent Shall Not Engage In Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices Defined Under Annex “i” Of The 2016 Revised Irr Of Ra No. 9184 Or Other Integrity Violations In Competing For The Project. 5. Eligible Bidders 5.1. Only Bids Of Bidders Found To Be Legally, Technically, And Financially Capable Will Be Evaluated. 5.2. The Bidder Must Have An Experience Of Having Completed A Single Largest Completed Contract (slcc) That Is Similar To This Project, Equivalent To At Least Fifty Percent (50%) Of The Abc Adjusted, If Necessary, By The Bidder To Current Prices Using The Psa’s Cpi, Except Under Conditions Provided For In Section 23.4.2.4 Of The 2016 Revised Irr Of Ra No. 9184. A Contract Is Considered To Be “similar” To The Contract To Be Bid If It Has The Major Categories Of Work Stated In The Bds. 5.3. For Foreign-funded Procurement, The Procuring Entity And The Foreign Government/foreign Or International Financing Institution May Agree On Another Track Record Requirement, As Specified In The Bidding Document Prepared For This Purpose. 5.4. The Bidders Shall Comply With The Eligibility Criteria Under Section 23.4.2 Of The 2016 Irr Of Ra No. 9184. 6. Origin Of Associated Goods There Is No Restriction On The Origin Of Goods Other Than Those Prohibited By A Decision Of The Un Security Council Taken Under Chapter Vii Of The Charter Of The Un. 7. Subcontracts 7.1. The Bidder May Subcontract Portions Of The Project To The Extent Allowed By The Procuring Entity As Stated Herein, But In No Case More Than Fifty Percent (50%) Of The Project. The Procuring Entity Has Prescribed That: A. Subcontracting Is Not Allowed. 8. Pre-bid Conference The Procuring Entity Will Hold A Pre-bid Conference For This Project On The Specified Date And Time And Either At Its Physical Address At Bac Office, 5th Floor, New Iloilo Provincial Capitol, Iloilo City And/or Through Videoconferencing As Indicated In Paragraph 6 Of The Ib. 9. Clarification And Amendment Of Bidding Documents Prospective Bidders May Request For Clarification On And/or Interpretation Of Any Part Of The Bidding Documents. Such Requests Must Be In Writing And Received By The Procuring Entity, Either At Its Given Address Or Through Electronic Mail Indicated In The Ib, At Least Ten (10) Calendar Days Before The Deadline Set For The Submission And Receipt Of Bids. 10. Documents Comprising The Bid: Eligibility And Technical Components 10.1. The First Envelope Shall Contain The Eligibility And Technical Documents Of The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 10.2. If The Eligibility Requirements Or Statements, The Bids, And All Other Documents For Submission To The Bac Are In Foreign Language Other Than English, It Must Be Accompanied By A Translation In English, Which Shall Be Authenticated By The Appropriate Philippine Foreign Service Establishment, Post, Or The Equivalent Office Having Jurisdiction Over The Foreign Bidder’s Affairs In The Philippines. For Contracting Parties To The Apostille Convention, Only The Translated Documents Shall Be Authenticated Through An Apostille Pursuant To Gppb Resolution No. 13-2019 Dated 23 May 2019. The English Translation Shall Govern, For Purposes Of Interpretation Of The Bid. 10.3. In Joint Ventures, A Special Pcab License, And Registration For The Type And Cost Of The Contract For This Project, Shall Be Required. Any Additional Type Of Contractor License Or Permit Shall Be Indicated In The Bds. 10.4. A List Of Contractor’s Key Personnel (e.g., Project Manager, Project Engineers, Materials Engineers, And Foremen) Assigned To The Contract To Be Bid, With Their Complete Qualification And Experience Data Shall Be Provided. These Key Personnel Must Meet The Required Minimum Years Of Experience Set In The Bds. 10.5. A List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership, Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be, Must Meet The Minimum Requirements For The Contract Set In The Bds. 11. Documents Comprising The Bid: Financial Component 11.1. The Second Bid Envelope Shall Contain The Financial Documents For The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 11.2. Any Bid Exceeding The Abc Indicated In Paragraph 1 Of The Ib Shall Not Be Accepted. 11.3. For Foreign-funded Procurement, A Ceiling May Be Applied To Bid Prices Provided The Conditions Are Met Under Section 31.2 Of The 2016 Revised Irr Of Ra No. 9184. 12. Alternative Bids Bidders Shall Submit Offers That Comply With The Requirements Of The Bidding Documents, Including The Basic Technical Design As Indicated In The Drawings And Specifications. Unless There Is A Value Engineering Clause In The Bds, Alternative Bids Shall Not Be Accepted. 13. Bid Prices All Bid Prices For The Given Scope Of Work In The Project As Awarded Shall Be Considered As Fixed Prices, And Therefore Not Subject To Price Escalation During Contract Implementation, Except Under Extraordinary Circumstances As Determined By The Neda And Approved By The Gppb Pursuant To The Revised Guidelines For Contract Price Escalation Guidelines. 14. Bid And Payment Currencies 14.1. Bid Prices May Be Quoted In The Local Currency Or Tradeable Currency Accepted By The Bsp At The Discretion Of The Bidder. However, For Purposes Of Bid Evaluation, Bids Denominated In Foreign Currencies Shall Be Converted To Philippine Currency Based On The Exchange Rate As Published In The Bsp Reference Rate Bulletin On The Day Of The Bid Opening. 14.2. Payment Of The Contract Price Shall Be Made In: A. Philippine Pesos. 15. Bid Security 15.1. The Bidder Shall Submit A Bid Securing Declaration Or Any Form Of Bid Security In The Amount Indicated In The Bds, Which Shall Be Not Less Than The Percentage Of The Abc In Accordance With The Schedule In The Bds. 15.2. The Bid And Bid Security Shall Be Valid Until September 13, 2024. Any Bid Not Accompanied By An Acceptable Bid Security Shall Be Rejected By The Procuring Entity As Non-responsive. 16. Sealing And Marking Of Bids Each Bidder Shall Submit One Copy Of The First And Second Components Of Its Bid. The Procuring Entity May Request Additional Hard Copies And/or Electronic Copies Of The Bid. However, Failure Of The Bidders To Comply With The Said Request Shall Not Be A Ground For Disqualification. If The Procuring Entity Allows The Submission Of Bids Through Online Submission To The Given Website Or Any Other Electronic Means, The Bidder Shall Submit An Electronic Copy Of Its Bid, Which Must Be Digitally Signed. An Electronic Copy That Cannot Be Opened Or Is Corrupted Shall Be Considered Non-responsive And, Thus, Automatically Disqualified. 17. Deadline For Submission Of Bids The Bidders Shall Submit On The Specified Date And Time And Either At Its Physical Address Or Through Online Submission As Indicated In Paragraph 7 Of The Ib. 18. Opening And Preliminary Examination Of Bids 18.1. The Bac Shall Open The Bids In Public At The Time, On The Date, And At The Place Specified In Paragraph 9 Of The Ib. The Bidders’ Representatives Who Are Present Shall Sign A Register Evidencing Their Attendance. In Case Videoconferencing, Webcasting Or Other Similar Technologies Will Be Used, Attendance Of Participants Shall Likewise Be Recorded By The Bac Secretariat. In Case The Bids Cannot Be Opened As Scheduled Due To Justifiable Reasons, The Rescheduling Requirements Under Section 29 Of The 2016 Revised Irr Of Ra No. 9184 Shall Prevail. 18.2. The Preliminary Examination Of Bids Shall Be Governed By Section 30 Of The 2016 Revised Irr Of Ra No. 9184. 19. Detailed Evaluation And Comparison Of Bids 19.1. The Procuring Entity’s Bac Shall Immediately Conduct A Detailed Evaluation Of All Bids Rated “passed” Using Non-discretionary Pass/fail Criteria. The Bac Shall Consider The Conditions In The Evaluation Of Bids Under Section 32.2 Of 2016 Revised Irr Of Ra No. 9184. 19.2. If The Project Allows Partial Bids, All Bids And Combinations Of Bids As Indicated In The Bds Shall Be Received By The Same Deadline And Opened And Evaluated Simultaneously So As To Determine The Bid Or Combination Of Bids Offering The Lowest Calculated Cost To The Procuring Entity. Bid Security As Required By Itb Clause 16 Shall Be Submitted For Each Contract (lot) Separately. 19.3. In All Cases, The Nfcc Computation Pursuant To Section 23.4.2.6 Of The 2016 Revised Irr Of Ra No. 9184 Must Be Sufficient For The Total Of The Abcs For All The Lots Participated In By The Prospective Bidder. 20. Post Qualification Within A Non-extendible Period Of Five (5) Calendar Days From Receipt By The Bidder Of The Notice From The Bac That It Submitted The Lowest Calculated Bid, The Bidder Shall Submit Its Latest Income And Business Tax Returns Filed And Paid Through The Bir Electronic Filing And Payment System (efps), And Other Appropriate Licenses And Permits Required By Law And Stated In The Bds. 21. Signing Of The Contract The Documents Required In Section 37.2 Of The 2016 Revised Irr Of Ra No. 9184 Shall Form Part Of The Contract. Additional Contract Documents Are Indicated In The Bds. Section Iii. Bid Data Sheet Itb Clause 5.2 For This Purpose, Contracts Similar To The Project Refer To Contracts Which Have The Same Major Categories Of Work, Which Shall Be: A) Road Works/land Improvement 7.1 The Procuring Entity Has Prescribed That Subcontracting Is Not Allowed. 10.3 [specify If Another Contractor License Or Permit Is Required.] 10.4 The Key Personnel Must Meet The Required Minimum Years Of Experience Set Below: Key Personnel General Experience Relevant Experience 1-project Engineer 1 Year 1 Year 1-material Engineer 1 Year 1 Year 10.5 The Minimum Major Equipment Requirements Are The Following: Equipment Capacity Number Of Units Back Hoe - 1 Dump Truck - 1 Motorized Road Grader - 1 Vibratory Roller - 1 Water Truck - 1 12 Alternative Bids Are Not Allowed 15.1 The Bid Security Shall Be In The Form Of A Bid Securing Declaration Or Any Of The Following Forms And Amounts: A. The Amount Of Not Less Than Two Percent (2%) Of Abc, If Bid Security Is In Cash, Cashier’s/manager’s Check, Bank Draft/guarantee Or Irrevocable Letter Of Credit; B. The Amount Of Not Less Than Five Percent (5%) Of Abc If Bid Security Is In Surety Bond. 19.2 Partial Bid Is Not Allowed 20 No Further Instructions. 21 The Additional Contract Documents Relevant To The Project That Are Required By The Procuring Entity Are: A. Construction Schedule And S-curve; B. Manpower Schedule; C. Construction Methods; D. Equipment Utilization Schedule; E. Construction Safety And Health Program Approved By The Department Of Labor And Employment; And F. Pert/cpm Section Iv. General Conditions Of Contract 1. Scope Of Contract This Contract Shall Include All Such Items, Although Not Specifically Mentioned, That Can Be Reasonably Inferred As Being Required For Its Completion As If Such Items Were Expressly Mentioned Herein. All The Provisions Of Ra No. 9184 And Its 2016 Revised Irr, Including The Generic Procurement Manual, And Associated Issuances, Constitute The Primary Source For The Terms And Conditions Of The Contract, And Thus, Applicable In Contract Implementation. Herein Clauses Shall Serve As The Secondary Source For The Terms And Conditions Of The Contract. This Is Without Prejudice To Sections 74.1 And 74.2 Of The 2016 Revised Irr Of Ra No. 9184 Allowing The Gppb To Amend The Irr, Which Shall Be Applied To All Procurement Activities, The Advertisement, Posting, Or Invitation Of Which Were Issued After The Effectivity Of The Said Amendment. 2. Sectional Completion Of Works If Sectional Completion Is Specified In The Special Conditions Of Contract (scc), References In The Conditions Of Contract To The Works, The Completion Date, And The Intended Completion Date Shall Apply To Any Section Of The Works (other Than References To The Completion Date And Intended Completion Date For The Whole Of The Works). 3. Possession Of Site 4.1. The Procuring Entity Shall Give Possession Of All Or Parts Of The Site To The Contractor Based On The Schedule Of Delivery Indicated In The Scc, Which Corresponds To The Execution Of The Works. If The Contractor Suffers Delay Or Incurs Cost From Failure On The Part Of The Procuring Entity To Give Possession In Accordance With The Terms Of This Clause, The Procuring Entity’s Representative Shall Give The Contractor A Contract Time Extension And Certify Such Sum As Fair To Cover The Cost Incurred, Which Sum Shall Be Paid By Procuring Entity. 4.2. If Possession Of A Portion Is Not Given By The Above Date, The Procuring Entity Will Be Deemed To Have Delayed The Start Of The Relevant Activities. The Resulting Adjustments In Contract Time To Address Such Delay May Be Addressed Through Contract Extension Provided Under Annex “e” Of The 2016 Revised Irr Of Ra No. 9184. 4. The Contractor’s Obligations The Contractor Shall Employ The Key Personnel Named In The Schedule Of Key Personnel Indicating Their Designation, In Accordance With Itb Clause 10.3 And Specified In The Bds, To Carry Out The Supervision Of The Works. The Procuring Entity Will Approve Any Proposed Replacement Of Key Personnel Only If Their Relevant Qualifications And Abilities Are Equal To Or Better Than Those Of The Personnel Listed In The Schedule. 5. Performance Security 5.1. Within Ten (10) Calendar Days From Receipt Of The Notice Of Award From The Procuring Entity But In No Case Later Than The Signing Of The Contract By Both Parties, The Successful Bidder Shall Furnish The Performance Security In Any Of The Forms Prescribed In Section 39 Of The 2016 Revised Irr. 5.2. The Contractor, By Entering Into The Contract With The Procuring Entity, Acknowledges The Right Of The Procuring Entity To Institute Action Pursuant To Ra No. 3688 Against Any Subcontractor Be They An Individual, Firm, Partnership, Corporation, Or Association Supplying The Contractor With Labor, Materials And/or Equipment For The Performance Of This Contract. 6. Site Investigation Reports The Contractor, In Preparing The Bid, Shall Rely On Any Site Investigation Reports Referred To In The Scc Supplemented By Any Information Obtained By The Contractor. 7. Warranty 7.1. In Case The Contractor Fails To Undertake The Repair Works Under Section 62.2.2 Of The 2016 Revised Irr, The Procuring Entity Shall Forfeit Its Performance Security, Subject Its Property(ies) To Attachment Or Garnishment Proceedings, And Perpetually Disqualify It From Participating In Any Public Bidding. All Payables Of The Gop In His Favor Shall Be Offset To Recover The Costs. 7.2. The Warranty Against Structural Defects/failures, Except That Occasioned-on Force Majeure, Shall Cover The Period From The Date Of Issuance Of The Certificate Of Final Acceptance By The Procuring Entity. Specific Duration Of The Warranty Is Found In The Scc. 8. Liability Of The Contractor Subject To Additional Provisions, If Any, Set Forth In The Scc, The Contractor’s Liability Under This Contract Shall Be As Provided By The Laws Of The Republic Of The Philippines. If The Contractor Is A Joint Venture, All Partners To The Joint Venture Shall Be Jointly And Severally Liable To The Procuring Entity. 9. Termination For Other Causes Contract Termination Shall Be Initiated In Case It Is Determined Prima Facie By The Procuring Entity That The Contractor Has Engaged, Before, Or During The Implementation Of The Contract, In Unlawful Deeds And Behaviors Relative To Contract Acquisition And Implementation, Such As, But Not Limited To Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices As Stated In Itb Clause 4. 10. Dayworks Subject To The Guidelines On Variation Order In Annex “e” Of The 2016 Revised Irr Of Ra No. 9184, And If Applicable As Indicated In The Scc, The Dayworks Rates In The Contractor’s Bid Shall Be Used For Small Additional Amounts Of Work Only When The Procuring Entity’s Representative Has Given Written Instructions In Advance For Additional Work To Be Paid For In That Way. 11. Program Of Work 11.1. The Contractor Shall Submit To The Procuring Entity’s Representative For Approval The Said Program Of Work Showing The General Methods, Arrangements, Order, And Timing For All The Activities In The Works. The Submissions Of The Program Of Work Are Indicated In The Scc. 11.2. The Contractor Shall Submit To The Procuring Entity’s Representative For Approval An Updated Program Of Work At Intervals No Longer Than The Period Stated In The Scc. If The Contractor Does Not Submit An Updated Program Of Work Within This Period, The Procuring Entity’s Representative May Withhold The Amount Stated In The Scc From The Next Payment Certificate And Continue To Withhold This Amount Until The Next Payment After The Date On Which The Overdue Program Of Work Has Been Submitted. 12. Instructions, Inspections And Audits The Contractor Shall Permit The Gop Or The Procuring Entity To Inspect The Contractor’s Accounts And Records Relating To The Performance Of The Contractor And To Have Them Audited By Auditors Of The Gop Or The Procuring Entity, As May Be Required. 13. Advance Payment The Procuring Entity Shall, Upon A Written Request Of The Contractor Which Shall Be Submitted As A Contract Document, Make An Advance Payment To The Contractor In An Amount Not Exceeding Fifteen Percent (15%) Of The Total Contract Price, To Be Made In Lump Sum, Or At The Most Two Installments According To A Schedule Specified In The Scc, Subject To The Requirements In Annex “e” Of The 2016 Revised Irr Of Ra No. 9184. 14. Progress Payments The Contractor May Submit A Request For Payment For Work Accomplished. Such Requests For Payment Shall Be Verified And Certified By The Procuring Entity’s Representative/project Engineer. Except As Otherwise Stipulated In The Scc, Materials And Equipment Delivered On The Site But Not Completely Put In Place Shall Not Be Included For Payment. 15. Operating And Maintenance Manuals 15.1. If Required, The Contractor Will Provide “as Built” Drawings And/or Operating And Maintenance Manuals As Specified In The Scc. 15.2. If The Contractor Does Not Provide The Drawings And/or Manuals By The Dates Stated Above, Or They Do Not Receive The Procuring Entity’s Representative’s Approval, The Procuring Entity’s Representative May Withhold The Amount Stated In The Scc From Payments Due To The Contractor. Section V. Special Conditions Of Contract Gcc Clause 2 As Per Construction Schedule/contract Period 3.1 The Procuring Entity Shall Give Possession Of All Parts Of The Site To The Contractor Upon Effectivity Of The Contracts. 6 No Further Instructions 7.2 [in Case Of Other Structures, Such As Bailey And Wooden Bridges, Shallow Wells, Spring Developments, And Other Similar Structures:] Two (2) Years. 10 Dayworks Are Applicable At The Rate Shown In The Contractor’s Original Bid. 11.1 No Further Instructions 11.2 No Further Instructions 13 The Amount Of The Advance Shall Not Exceed 15% Of The Total Contract Price. 14 Materials And Equipment Delivered On The Site But Not Completely Installed Or Constructed Shall Not Be Included For Payment. 15.1 The Date By Which Operating And Maintenance Manuals Are Required Shall Be At Least 5 Days Before The Testing And Commissioning. The Date By Which “as Built” Drawings Are Required Prior To The Final Billing. 15.2 The Amount To Be Withheld For Failing To Produce “as Built” Drawings And/or Operating And Maintenance Manuals By The Date Required Is 1% Of The Final Contract Amount. Section Vi. Specification Part B – Other General Requirements B.1 Mobilization And Demobilization The Work Consists Of The Mobilization And Demobilization Of The Contractor's Forces And Equipment Necessary For Performing The Work Required Under The Contract. It Does Not Include Mobilization And Demobilization For Specific Items Of Work For Which Payment Is Provided Elsewhere In The Contract. Mobilization Will Not Be Considered As Work In Fulfilling The Contract Requirements For Commencement Of Work. B.1.1 Equipment And Material Mobilization Shall Include All Activities And Associated Costs For Transportation Of Contractor's Personnel, Equipment, And Operating Supplies To The Site; Establishment Of Offices, Buildings, And Other Necessary General Facilities For The Contractor's Operations At The Site B.1.2 Demobilization Demobilization Shall Include All Activities And Costs For Transportation Of Personnel, Equipment, And Supplies Not Required Or Included In The Contract From The Site; Including The Disassembly, Removal, And Site Cleanup Of Offices, Buildings, And Other Facilities Assembled On The Site Specifically For This Contract. B.5 Project Billboard/signboard The Contractor Shall Ensure That The Project Site Is Identified With Information Billboard Which Shall Be Erected At The Beginning And Ending Of The Proposed Subproject. The Layout Of The Billboard Is Cited In Annex 14 Of The Prdp Operations Manual. It Shall Accord To The Specifications Pursuant To The Commission On Audit (coa) Circular No. 2013-004 Issued On January 30, 2013. Annex 14 Coa Billboard Pao Billboard The Billboard’s Specifications Shall Conform To The Following Requirements: A. Tarpaulin, White, 8ft X 8ft (coa) And 4ft X 8ft (pao): B. Resolution: 70 Dpi; C. Font: Helvetica; D. Font Size: Main Information – 3”; E. Sub-information – 1”; F. Font Color: Black; G. Suitable Frame: Rigid Wood Or Steel Frame With Post; And, H. Posting: Outside Display At The Project Location After Award Has Been Made. I.1 Measurement The Supply And Erection Of Project Billboard Shall Be In Accordance With Provisions Of This Specification And Shall Be Measured For Payment. I.2 Basis Of Payment Payment Shall Be In Accordance With All The Cost Associated With The Compliance Of This Specification And Shall Be Included In The Contractor’s Bid Price. No Additional Or Separate Payment Will Be Made In This Regard As Well As For The Maintenance Of The Billboard. Pay Item Number Description Unit Of Measurement B.5 Project Billboard Each B.8 Traffic Management This Item Shall Provide The Planning And Implementation Of Traffic Plans, This Refers To The Direction, Control And Supervision Of All Vehicular And Pedestrian Traffic Around A Construction Zone, To Ensure The Safety Of Construction Workers And The General Public. Traffic Control Measures Shall Include Posting Of Traffic Controllers, Roads Closure, Footpath Closure, Detours, Signing/speed Reductions And Other Warnings/directional Signage. Part C – Earthwork Item 100 – Clearing And Grubbing 100.1 Description This Item Shall Consist Of Clearing, Grubbing, Removing And Disposing All Vegetation And Debris As Designated In The Contract, Except Those Objects That Are Designated To Remain In Place Or Are To Be Removed In Consonance With Other Provisions Of This Specification. The Work Shall Also Include The Preservation From Injury Or Defacement Of All Objects Designated To Remain. 100.2 Construction Requirements 100.2.1 General The Engineer Will Establish The Limits Of Work And Designate All Trees, Shrubs, Plants And Other Things To Remain. The Contractor Shall Preserve All Objects Designated To Remain. Paint Required For Cut Or Scarred Surface Of Trees Or Shrubs Selected For Retention Shall Be An Approved Asphaltum Base Paint Prepared Especially For Tree Surgery. Clearing Shall Extend One (1) Meter Beyond The Toe Of The Fill Slopes Or Beyond Rounding Of Cut Slopes As The Case Maybe For The Entire Length Of The Project Unless Otherwise Shown On The Plans Or As Directed By The Engineer And Provided It Is Within The Right Of Way Limits Of The Project, With The Exception Of Trees Under The Jurisdiction Of The Forest Management Bureau (fmb). 100.2.2 Clearing And Grubbing All Surface Objects And All Trees, Stumps, Roots And Other Protruding Obstructions, Not Designated To Remain, Shall Be Cleared And/or Grubbed, Including Mowing As Required, Except As Provided Below: (1) Removal Of Undisturbed Stumps And Roots And Nonperishable Solid Objects With A Minimum Depth Of One (1) Meter Below Subgrade Or Slope Of Embankment Will Not Be Required. (2) In Areas Outside Of The Grading Limits Of Cut And Embankment Areas, Stumps And Nonperishable Solid Objects Shall Be Cut Off Not More Than 150 Mm (6 Inches) Above The Ground Line Or Low Water Level. (3) In Areas To Be Rounded At The Top Of Cut Slopes, Stumps Shall Be Cut Off Flush With Or Below The Surface Of The Final Slope Line. (4) Grubbing Of Pits, Channel Changes And Ditches Will Be Required Only To The Depth Necessitated By The Proposed Excavation Within Such Areas. (5) In Areas Covered By Cogon/talahib, Wild Grass And Other Vegetations, Top Soil Shall Be Cut To A Maximum Depth Of 150 Mm Below The Original Ground Surface Or As Designated By The Engineer, And Disposed Outside The Clearing And Grubbing Limits As Indicated In The Typical Roadway Section. Except In Areas To Be Excavated, Stump Holes And Other Holes From Which Obstructions Are Removed Shall Be Backfilled With Suitable Material And Compacted To The Required Density. If Perishable Material Is Burned, It Shall Be Burned Under The Constant Care Of Component Watchmen At Such Times And In Such A Manner That The Surrounding Vegetation, Other Adjacent Property, Or Anything Designated To Remain On The Right Of Way Will Not Be Jeopardized. If Permitted, Burning Shall Be Done In Accordance With Applicable Laws, Ordinances, And Regulation. The Contractor Shall Use High Intensity Burning Procedures, (i.e., Incinerators, High Stacking Or Pit And Ditch Burning With Forced Air Supplements) That Produce Intense Burning With Little Or No Visible Smoke Emission During The Burning Process. At The Conclusion Of Each Burning Session, The Fire Shall Be Completely Extinguished So That No Smoldering Debris Remains. In The Event That The Contractor Is Directed By The Engineer Not To Start Burning Operations Or To Suspend Such Operations Because Of Hazardous Weather Conditions, Material To Be Burned Which Interferes With Subsequent Construction Operations Shall Be Moved By The Contractor To Temporary Locations Clear Of Construction Operations And Later, If Directed By The Engineer, Shall Be Placed On A Designated Spot And Burned. Materials And Debris Which Cannot Be Burned And Perishable Materials May Be Disposed Of By Methods And At Locations Approved By The Engineer, On Or Off The Project. If Disposal Is By Burying, The Debris Shall Be Placed In Layers With The Material So Disturbed To Avoid Nesting. Each Layer Shall Be Covered Or Mixed With Earth Material By The Land-fill Method To Fill All Voids. The Top Layer Of Material Buried Shall Be Covered With At Least 300 Mm (12 Inches) Of Earth Or Other Approved Material And Shall Be Graded, Shaped And Compacted To Present A Pleasing Appearance. If The Disposal Location Is Off The Project, The Contractor Shall Make All Necessary Arrangements With Property Owners In Writing For Obtaining Suitable Disposal Locations Which Are Outside The Limits Of View From The Project. The Cost Involved Shall Be Included In The Unit Bid Price. A Copy Of Such Agreement Shall Be Furnished To The Engineer. The Disposal Areas Shall Be Seeded, Fertilized And Mulched At The Contractor’s Expense. Woody Material May Be Disposed Off By Chipping. The Wood Chips May Be Used For Mulch, Slope Erosion Control Or May Be Uniformly Spread Over Selected Areas As Directed By The Engineer. Wood Chips Used As Mulch For Slope Erosion Control Shall Have A Maximum Thickness Of 12 Mm (1/2 Inch) And Faces Not Exceeding 3900 Mm2 (6 Square Inches) On Any Individual Surface Area. Wood Chips Not Designated For Use Under Other Sections Shall Be Spread Over The Designated Areas In Layers Not To Exceed 75 Mm (3 Inches) Loose Thickness. Diseased Trees Shall Be Buried Or Disposed Off As Directed By The Engineer. All Merchantable Timber In The Clearing Area Which Has Not Been Removed From The Right Of Way Prior To The Beginning Of Construction, Shall Become The Property Of The Contractor, Unless Otherwise Provided. Low Hanging Branches And Unsound Or Unsightly Branches On Trees Or Shrubs Designated To Remain Shall Be Trimmed As Directed. Branches Of Trees Extending Over The Roadbed Shall Be Trimmed To Give A Clear Height Of 6 M (20 Feet) Above The Roadbed Surface. All Trimming Shall Be Done By Skilled Workmen And In Accordance With Good Tree Surgery Practices. Timber Cut Inside The Area Staked For Clearing Shall Be Felled Within The Area To Be Cleared. 100.2.3 Individual Removal Of Trees Or Stumps Individual Trees Or Stumps Designated By The Engineer For Removal And Located In Areas Other Than Those Established For Clearing And Grubbing And Roadside Cleanup Shall Be Removed And Disposed Off As Specified Under Subsection 100.2.2 Except Trees Removed Shall Be Cut As Nearly Flush With The Ground As Practicable Without Removing Stumps. 7.2. Item 104 – Embankment 104.1 Description This Item Shall Consist Of The Construction Of Embankment In Accordance With This Specification And In Conformity With The Lines, Grades And Dimensions Shown On The Plans Or Established By The Engineer. 104.2 Material Requirements Embankments Shall Be Constructed Of Suitable Materials, In Consonance With The Following Definitions: 1. Suitable Material - Material Which Is Acceptable In Accordance With The Contract And Which Can Be Compacted In The Manner Specified In This Item. It Can Be Common Material Or Rock. Selected Borrow, For Topping - Soil Of Such Gradation That All Particles Will Pass A Sieve With 75 Mm Square Openings And Not More Than 15 Mass Percent Will Pass The 0.075 Mm (no. 200) Sieve, As Determined By Aashto T 11. The Material Shall Have A Plasticity Index Of Not More Than 6 As Determined By Aashto T 90 And A Liquid Limit Of Not More Than 30 As Determined By Aashto T 89. 2. Unsuitable Material - Material Other Than Suitable Materials Such As: (a) Materials Containing Detrimental Quantities Of Organic Materials, Such As Grass, Roots And Sewerage. (b) Organic Soils Such As Peat And Mucks. (c) Soils With Liquid Limit Exceeding 80 And/or Plasticity Index Exceeding 55. (d) Soils With A Natural Water Content Exceeding 100% (e) Soils With Very Low Natural Density, 800 Kg/m3 Or Lower. (f) Soils That Cannot Be Properly Compacted As Determined By The Engineer. 104.3 Construction Requirements 104.3.1 General Prior To Construction Of Embankment, All Necessary Clearing And Grubbing In That Area Shall Have Been Performed In Conformity With Item 100, Clearing And Grubbing. Embankment Construction Shall Consist Of Constructing Roadway Embankments, Including Preparation Of The Areas Upon Which They Are To Be Placed; The Construction Of Dikes Within Or Adjacent To The Roadway; The Placing And Compacting Of Approved Material Within Roadway Areas Where Unsuitable Material Has Been Removed; And The Placing And Compacting Of Embankment Material In Holes, Pits, And Other Depressions Within The Roadway Area. Embankments And Backfills Shall Contain No Muck, Peat, Sod, Roots Or Other Deleterious Matter. Rocks, Broken Concrete Or Other Solid, Bulky Materials Shall Not Be Placed In Embankment Areas Where Piling Is To Be Placed Or Driven. Where Shown On The Plans Or Directed By The Engineer, The Surface Of The Existing Ground Shall Be Compacted To A Depth Of 150 Mm And To The Specified Requirements Of This Item. Where Provided On The Plans And Bill Of Quantities The Top Portions Of The Roadbed In Both Cuts And Embankments, As Indicated, Shall Consist Of Selected Borrow For Topping From Excavations. 104.3.2 Methods Of Construction Where There Is Evidence Of Discrepancies On The Actual Elevations And That Shown On The Plans, A Preconstruction Survey Referred To The Datum Plane Used In The Approved Plan Shall Be Undertaken By The Contractor Under The Control Of The Engineer To Serve As Basis For The Computation Of The Actual Volume Of The Embankment Materials. When Embankment Is To Be Placed And Compacted On Hillsides, Or When New Embankment Is To Be Compacted Against Existing Embankments, Or When Embankment Is Built One-half Width At A Time, The Existing Slopes That Are Steeper Than 3: 1 When Measured At Right Angles To The Roadway Shall Be Continuously Benched Over Those Areas As The Work Is Brought Up In Layers. Benching Will Be Subject To The Engineer's Approval And Shall Be Of Sufficient Width To Permit Operation F Placement And Compaction Equipment. Each Horizontal Cut Shall Begin At The Intersection Of The Original Ground And The Vertical Sides Of The Previous Cuts. Material Thus Excavated Shall Be Placed And Compacted Along With The Embankment Material In Accordance With The Procedure Described In This Section. Unless Shown Otherwise On The Plans Or Special Provisions, Where An Embankment Of Less Than 1.2 M Below Subgrade Is To Be Made, All Sod And Vegetable Matter Shall Be Removed From The Surface Upon Which The Embankment Is To Be Placed, And The Cleared Surfaced Shall Be Completely Broken Up By Plowing, Scarifying, Or Steeping To A Minimum Depth Of 150 Mm Except As Provided In Subsection 102.2.2.this Area Shall Then Be Compacted As Provided In Subsection 104.3.3.sod Not Required To Be Removed Shall Be Thoroughly Disc Harrowed Or Scarified Before Construction Of Embankment. Wherever A Compacted Road Surface Containing Granular Materials Lies Within 900 Mm Of The Subgrade, Such Old Road Surface Shall Be Scarified To A Depth Of At Least150 Mm Whenever Directed By The Engineer. These Scarified Materials Shall Then Be Compacted As Provided In Subsection 104.3.3. When Shoulder Excavation Is Specified, The Roadway Shoulders Shall Be Excavated To The Depth And Width Shown On The Plans. The Shoulder Material Shall Be Removed Without Disturbing The Adjacent Existing Base Course Material, And All Excess Excavated Materials Shall Be Disposed Of As Provided In Subsection 102.2.3. If Necessary, The Areas Shall Be Compacted Before Being Backfilled. Roadway Embankment Of Earth Material Shall Be Placed In Horizontal Layers Not Exceeding 200 Mm, Loose Measurement, And Shall Be Compacted As Specified Before The Next Layer Is Placed. However, Thicker Layer Maybe Placed If Vibratory Roller With High Compactive Effort Is Used Provided That Density Requirement Is Attained And As Approved By The Engineer. Trial Section To This Effect Must Be Conducted And Approved By The Engineer. Effective Spreading Equipment Shall Be Used On Each Lift To Obtain Uniform Thickness As Determined In The Trial Section Prior To Compaction. As The Compaction Of Each Layer Progresses, Continuous Leveling And Manipulating Will Be Required To Assure Uniform Density. Water Shall Be Added Or Removed, If Necessary, In Order To Obtain The Required Density. Removal Of Water Shall Be Accomplished Through Aeration By Plowing, Blading, Discing, Or Other Methods Satisfactory To The Engineer. Where Embankment Is To Be Constructed Across Low Swampy Ground That Will Not Support The Mass Of Trucks Or Other Hauling Equipment, The Lower Part Of The Fill May Be Constructed By Dumping Successive Loads In A Uniformly Distributed Layer Of A Thickness Not Greater Than Necessary To Support The Hauling Equipment While Placing Subsequent Layers. When Excavated Material Contains More Than 25 Mass Percent Of Rock Larger Than 150 Mm In Greatest Diameter And Cannot Be Placed In Layers Of The Thickness Prescribed Without Crushing, Pulverizing Or Further Breaking Down The Pieces Resulting From Excavation Methods, Such Materials May Be Placed On The Embankment In Layers Not Exceeding In Thickness The Approximate Average Size Of The Larger Rocks, But Not Greater Than 600 Mm. Even Though The Thickness Of Layers Is Limited As Provided Above, The Placing Of Individual Rocks And Boulders Greater Than 600 Mm In Diameter Will Be Permitted Provided That When Placed, They Do Not Exceed 1200 Mm In Height And Provided They Are Carefully Distributed, With The Interstices Filled With Finer Material To Form A Dense And Compact Mass. Each Layer Shall Be Leveled And Smoothed With Suitable Leveling Equipment And By Distribution Of Spalls And Finer Fragments Of Earth. Lifts Of Material Containing More Than 25 Mass Percent Of Rock Larger Than 150 Mm In Greatest Dimensions Shall Not Be Constructed Above An Elevation 300 Mm Below The Finished Subgrade. The Balance Of The Embankment Shall Be Composed Of Suitable Material Smoothed And Placed In Layers Not Exceeding 200 Mm In Loose Thickness And Compacted As Specified For Embankments. Dumping And Rolling Areas Shall Be Kept Separate, And No Lift Shall Be Covered By Another Until Compaction Complies With The Requirements Of Subsection 104.3.3. Hauling And Leveling Equipment Shall Be So Routed And Distributed Over Each Layer Of The Fill In Such A Manner As To Make Use Of Compaction Effort Afforded Thereby And To Minimize Rutting And Uneven Compaction. 104.3.3 Compaction Compaction Trials Before Commencing The Formation Of Embankments, The Contractor Shall Submit In Writing To The Engineer For Approval His Proposals For The Compaction Of Each Type Of Fill Material To Be Used In The Works. The Proposals Shall Include The Relationship Between The Types Of Compaction Equipment, The Number Of Passes Required And The Method Of Adjusting Moisture Content. The Contractor Shall Carry Out Full Scale Compaction Trials On Areas Not Less Than 10m Wide And 50 M Long As Required By The Engineer And Using His Proposed Procedures Or Such Amendments Thereto As May Be Found Necessary To Satisfy The Engineer That All The Specified Requirements Regarding Compaction Can Be Consistently Achieved. Compaction Trials With The Main Types Of Fill Material To Be Used In The Works Shall Be Completed Before Work With The Corresponding Materials Will Be Allowed To Commence. Throughout The Periods When Compaction Of Earthwork Is In Progress, The Contractor Shall Adhere To The Compaction Procedures Found From Compaction Trials For Each Type Of Material Being Compacted, Each Type Of Compaction Equipment Employed And Each Degree Of Compaction Specified. Earth The Contractor Shall Compact The Material Placed In All Embankment Layers And The Material Scarified To The Designated Depth Below Subgrade In Cut Sections, Until A Uniform Density Of Not Less Than 95 Mass Percent Of The Maximum Dry Density Determined By Aashto T99 Method C, Is Attained, At A Moisture Content Determined By Engineer To Be Suitable For Such Density. Acceptance Of Compaction May Be Based On Adherence To An Approved Roller Pattern Developed As Set Forth In Item 106, Compaction Equipment And Density Control Strips. The Engineer Shall During Progress Of The Work, Make Density Tests Of Compacted Material In Accordance With Aashto T 191, T 205, Or Other Approved Field Density Tests, Including The Use Of Properly Calibrated Nuclear Testing Devices. A Correction For Coarse Particles May Be Made In Accordance With Aashto T 224. If, By Such Tests, The Engineer Determines That The Specified Density And Moisture Conditions Have Not Been Attained, The Contractor Shall Perform Additional Work As May Be Necessary To Attain The Specified Conditions. At Least One Group Of Three In-situ Density Tests Shall Be Carried Out For Each 500 M2 Of Each Layer Of Compacted Fill. Rock Density Requirements Will Not Apply To Portions Of Embankments Constructed Of Materials Which Cannot Be Tested In Accordance With Approved Methods. Embankment Materials Classified As Rock Shall Be Deposited, Spread And Leveled The Full Width Of The Fill With Sufficient Earth Or Other Fine Material So Deposited To Fill The Interstices To Produce A Dense Compact Embankment. In Addition, One Of The Rollers, Vibrators, Or Compactors Meeting The Requirements Set Forth In Subsection 106.2.1, Compaction Equipment, Shall Compact The Embankment Full Width With A Minimum Of Three-complete Passes For Each Layer Of Embankment. 104.3.4 Protection Of Roadbed During Construction During The Construction Of The Roadway, The Roadbed Shall Be Maintained In Such Condition That It Will Be Well Drained At All Times. Side Ditches Or Gutters Emptying From Cuts To Embankments Or Otherwise Shall Be So Constructed As To Avoid Damage To Embankments By Erosion. 104.3.5 Protection Of Structure If Embankment Can Be Deposited On One-side Only Of Abutments, Wing Walls, Piers Or Culvert Headwalls, Care Shall Be Taken That The Area Immediately Adjacent To The Structure Is Not Compacted To The Extent That It Will Cause Overturning Of, Or Excessive Pressure Against The Structure. When Noted On The Plans, The Fill Adjacent To The End Bent Of A Bridge Shall Not Be Placed Higher Than The Bottom Of The Backfill Of The Bent Until The Superstructure Is In Place. When Embankment Is To Be Placed On Both Sides Of A Concrete Wall Or Box Type Structure: Operations Shall Be So Conducted That The Embankment Is Always At Approximately The Same Elevation On Both Sides Of The Structure. 104.3.6 Rounding And Warping Slopes Rounding-except In Solid Rock, The Tops And Bottoms Of All Slopes, Including The Slopes Of Drainage Ditches, Shall Be Rounded As Indicated On The Plans. A Layer Of Earth Overlaying Rock Shall Be Rounded Above The Rock As Done In Earth Slopes. Warping-adjustments In Slopes Shall Be Made To Avoid Injury In Standing Trees Or Marring Of Weathered Rock, Or To Harmonize With Existing Landscape Features, And The Transition To Such Adjusted Slopes Shall Be Gradual. At Intersections Of Cuts And Fills, Slopes Shall Be Adjusted And Warped To Flow Into Each Other Or Into The Natural Ground Surfaces Without Noticeable Break. 104.3.7 Finishing Roadbed And Slopes After The Roadbed Has Been Substantially Completed, The Full Width Shall Be Conditioned By Removing Any Soft Or Other Unstable Material That Will Not Compact Properly Or Serve The Intended Purpose. The Resulting Areas And All Other Low Sections, Holes Or Depressions Shall Be Brought To Grade With Suitable Selected Material. Scarifying, Blading, Dragging, Rolling, Or Other Methods Of Work Shall Be Performed Or Used As Necessary To Provide A Thoroughly Compacted Roadbed Shaped To The Grades And Cross-sections Shown On The Plans Or As Staked By The Engineer. All Earth Slopes Shall Be Left With Roughened Surfaces But Shall Be Reasonably Uniform, Without Any Noticeable Break, And In Reasonably Close Conformity With The Plans Or Other Surfaces Indicated On The Plans Or As Staked By The Engineer, With No Variations There From Readily Discernible As Viewed From The Road. 104.3.8 Serrated Slopes Cut Slopes In Rippable Material (soft Rock) Having Slope Ratios Between 0.75:1 And 2:1 Shall Be Constructed So That The Final Slope Line Shall Consist Of A Series Of Small Horizontal Steps. The Step Rise And Tread Dimensions Shall Be Shown On The Plans. No Scaling Shall Be Performed On The Stepped Slopes Except For Removal Of Large Rocks Which Will Obviously Be A Safety Hazard If They Fall Into The Ditch Line Or Roadway. 104.3.9 Earth Berms When Called For In The Contract, Permanent Earth Berms Shall Be Constructed Of Well Graded Materials With No Rocks Having A Diameter Greater Than 0.25 The Height Of The Berm. When Local Material Is Not Acceptable, Acceptable Material Shall Be Imported, As Directed By The Engineer. Compacted Berm Compacted Berm Construction Shall Consist Of Moistening Or Drying And Placing Material As Necessary In Locations Shown On The Drawings Or As Established By The Engineer. Material Shall Contain No Frozen Material, Roots, Sod, Or Other Deleterious Materials. Contractor Shall Take Precaution To Prevent Material From Escaping Over The Embankment Slope. Shoulder Surface Beneath Berm Will Be Roughened To Provide A Bond Between The Berm And Shoulder When Completed. The Contractor Shall Compact The Material Placed Until At Least 90 Mass Percent Of The Maximum Density Is Obtained As Determined By Aashto T 99, Method C. The Cross-section Of The Finished Compacted Berm Shall Reasonably Conform To The Typical Cross-section As Shown On The Plans. Uncompacted Berm Uncompacted Berm Construction Shall Consist Of Drying, If Necessary And Placing Material In Locations Shown On The Plans Or As Established By The Engineer. Material Shall Contain No Frozen Material, Roots, Sod Or Other Deleterious Materials. Contractor Shall Take Precautions To Prevent Material From Escaping Over The Embankment Slope. 104.4 Method Of Measurement The Quantity Of Embankment To Be Paid For Shall Be The Volume Of Material Compacted In Place, Accepted By The Engineer And Formed With Material Obtained From Any Source. Material From Excavation Per Item 102 Which Is Used In Embankment And Accepted By The Engineer Will Be Paid Under Embankment And Such Payment Will Be Deemed To Include The Cost Of Excavating, Hauling, Stockpiling And All Other Costs Incidental To The Work. Material For Selected Borrow Topping Will Be Measured And Paid For Under The Same Conditions Specified In The Preceding Paragraph. Item 105 – Subgrade Preparation 105.1 Description This Item Shall Consist Of The Preparation Of The Subgrade For The Support Of Overlying Structural Layers. It Shall Extend To Full Width Of The Roadway. Unless Authorized By The Engineer, Subgrade Preparation Shall Not Be Done Unless The Contractor Is Able To Start Immediately The Construction Of The Pavement Structure. 105.2 Material Requirements Unless Otherwise Stated In The Contract And Except When The Sub Grade Is In Rock Cut, All Materials Below Sub Grade Level To A Depth 150 Mm Or To Such Greater Depth As May Be Specified Shall Meet The Requirements Of Section 104.2, Selected Borrow For Topping. 105.3 Construction Requirements 105.3.1 Prior Works Prior To Commencing Preparation Of The Sub Grade, All Culverts, Cross Drains, Ducts And The Like (including Their Fully Compacted Backfill), Ditches, Drains And Drainage Outlets Shall Be Completed. Any Work On The Preparation Of The Subgrade Shall Not Be Started Unless Prior Work Herein Described Shall Have Been Approved By The Engineer. 105.3.2 Subgrade Level Tolerances The Finished Compacted Surface Of The Subgrade Shall Conform To The Allowable Tolerances As Specified Hereunder: Permitted Variation From + 20 Mm Design Level Of Surface - 30 Mm Permitted Surface Irregularity Measured By 3-m Straight Edge 30 Mm Permitted Variation From Design Crossfall Or Camber + 0.5 % Permitted Variation From Design Longitudinal Grade Over 25 M Length ± 0.1 % 105.3.3 Subgrade In Common Excavation Unless Otherwise Specified, All Materials Below Subgrade Level In Earth Cuts To A Depth 150 Mm Or Other Depth Shown On The Plans Or As Directed By The Engineer Shall Be Excavated. The Material, If Suitable, Shall Be Set Aside For Future Use Or, If Unsuitable, Shall Be Disposed Of In Accordance With The Requirements Of Subsection 102.2.9. Where Material Has Been Removed From Below Subgrade Level, The Resulting Surface Shall Be Compacted To A Depth Of 150 Mm And In Accordance With Other Requirements Of Subsection 104.3.3. All Materials Immediately Below Subgrade Level In Earth Cuts To A Depth Of 150 Mm, Or To Such Greater Depth As May Be Specified, Shall Be Compacted In Accordance With The Requirements Of Subsection 104.3.3. 105.3.4 Subgrade In Rock Excavation Surface Irregularities Under The Subgrade Level Remaining After Trimming Of The Rock Excavation Shall Be Leveled By Placing Specified Material And Compacted To The Requirements Of Subsection 104.3.3. 105.3.5 Subgrade On Embankment After The Embankment Has Been Completed, The Full Width Shall Be Conditioned By Removing Any Soft Or Other Unstable Material That Will Not Be Compacted Properly. The Resulting Areas And All Other Low Sections, Holes, Or Depressions Shall Be Brought To Grade With Suitable Material. The Entire Roadbed Shall Be Shaped And Compacted To The Requirements Of Subsections 104.3.3. Scarifying, Blading, Dragging, Rolling, Or Other Methods Of Work Shall Be Performed Or Used As Necessary To Provide A Thoroughly Compacted Roadbed Shaped To The Cross-sections Shown On The Plans. 105.3.6 Subgrade On Existing Pavement Here The New Pavement Is To Be Constructed Immediately Over An Existing Portland Cement Concrete Pavement And If So, Specified In The Contract The Slab Be Broken Into Pieces With Greatest Dimension Of Not More Than 500 Mm And The Existing Pavement Material Compacted As Specified In Subsection 104.3.3, As Directed By The Engineer. The Resulting Subgrade Level Shall, As Part Pavement Construction Be Shaped To Conform To The Allowable Tolerances Of Subsection 105.3.2 By Placing And Compacting Where Necessary A Leveling Course Comprising The Material Of The Pavement Course To Be Placed Immediately Above. Where The New Pavement Is To Be Constructed Immediately Over An Existing Asphalt Concrete Pavement Or Gravel Surface Pavement And If So, Specified In The Contract The Pavement Shall Be Scarified, Thoroughly Loosened, Reshaped And Recompacted In Accordance With Subsection 104.3.3. The Resulting Subgrade Level Shall Conform To The Allowable Tolerances Of Subsection 105.3.2. 105.3.7 Protection Of Completed Work The Contractor Shall Be Required To Protect And Maintain At His Own Expense The Entire Work Within The Limits Of His Contract In Good Condition Satisfactory To The Engineer From The Time He First Started Work Until All Work Shall Have Been Completed. Maintenance Shall Include Repairing And Recompacting Ruts, Ridges, Soft Spots And Deteriorated Sections Of The Subgrade Caused By The Traffic Of The Contractor’s Vehicle/equipment Or That Of The Public. 105.3.8 Templates And Straight-edges The Contractor Shall Provide For Use Of The Engineer, Approved Templates And Straight-edges In Sufficient Number To Check The Accuracy Of The Work, As Provided In This Specification. Part D – Subbase And Base Course Item 200 – Aggregate Subbase Course 200.1 Description This Item Shall Consist Of Furnishing, Placing And Compacting An Aggregate Subbase Course On A Prepared Subgrade In Accordance With This Specification And The Lines, Grades And Cross-sections Shown On The Plans, Or As Directed By The Engineer. 200.2 Material Requirements Aggregate For Subbase Shall Consist Of Hard, Durable Particles Or Fragments Of Crushed Stone, Crushed Slag, Or Crushed Or Natural Gravel And Filler Of Natural Or Crushed Sand Or Other Finely Divided Mineral Matter. The Composite Material Shall Be Free From Vegetable Matter And Lumps Or Balls Of Clay, And Shall Be Of Such Nature That It Can Be Compacted Readily To Form A Firm, Stable Subbase. The Subbase Material Shall Conform To Table 200.1, Grading Requirements Table 200.1 – Grading Requirements Sieve Designation Mass Percent Passing Standard, Mm Alternate Us Standard 50 2” 100 25 1” 55 – 85 9.5 3/8” 40 – 75 0.075 No. 200 0 - 12 The Fraction Passing The 0.075 Mm (no. 200) Sieve Shall Not Be Greater Than 0.66 (two Thirds) Of The Fractions Passing The 0.425 Mm (no. 40) Sieve. The Fraction Passing The 0.425 Mm (no. 40) Sieve Shall Have A Liquid Limit Not Greater Than 35 And Plasticity Index Not Greater Than 12 As Determined By Aashto T 89 And T 90, Respectively. The Coarse Portion, Retained On A 2.00 Mm (no. 10) Sieve, Shall Have A Mass Percent Of Wear Not Exceeding 50 By The Los Angeles Abrasion Tests As Determined By Aashto T 96. The Material Shall Have A Soaked Cbr Value Of Not Less Than 25% As Determined By Aashto T 193. The Cbr Value Shall Be Obtained At The Maximum Dry Density And Determined By Aashto T 180, Method D. 200.3 Construction Requirements 200.3.1 Preparation Of Existing Surface The Existing Surface Shall Be Graded And Finished As Provided Under Item 105, Subgrade Preparation, Before Placing The Subbase Material. 200.3.2 Placing The Aggregate Subbase Material Shall Be Placed At A Uniform Mixture On A Prepared Subgrade In A Quantity Which Will Provide The Required Compacted Thickness. When More Than One Layer Is Required, Each Layer Shall Be Shaped And Compacted Before The Succeeding Layer Is Placed. The Placing Of Material Shall Begin At The Point Designated By The Engineer. Placing Shall Be From Vehicles Especially Equipped To Distribute The Material In A Continuous Uniform Layer Or Windrow. The Layer Or Windrow Shall Be Of Such Size That When Spread And Compacted The Finished Layer Be In Reasonably Close Conformity To The Nominal Thickness Shown On The Plans. When Hauling Is Done Over Previously Placed Material, Hauling Equipment Shall Be Dispersed Uniformly Over The Entire Surface Of The Previously Constructed Layer, To Minimize Rutting Or Uneven Compaction. 200.3.3 Spreading And Compacting When Uniformly Mixed, The Mixture Shall Be Spread To The Plan Thickness, For Compaction. Where The Required Thickness Is 150 Mm Or Less, The Material May Be Spread And Compacted In One Layer. Where The Required Thickness Is More Than 150 Mm, The Aggregate Subbase Shall Be Spread And Compacted In Two Or More Layers Of Approximately Equal Thickness, And The Maximum Compacted Thickness Of Any Layer Shall Not Exceed 150 Mm. All Subsequent Layers Shall Be Spread And Compacted In A Similar Manner. The Moisture Content Of Subbase Material Shall, If Necessary, Be Adjusted Prior To Compaction By Watering With Approved Sprinklers Mounted On Trucks Or By Drying Out, As Required In Order To Obtain The Required Compaction. Immediately Following Final Spreading And Smoothening, Each Layer Shall Be Compacted To The Full Width By Means Of Approved Compaction Equipment. Rolling Shall Progress Gradually From The Sides To The Center, Parallel To The Centerline Of The Road And Shall Continue Until The Whole Surface Has Been Rolled. Any Irregularities Or Depressions That Develop Shall Be Corrected By Loosening The Material At These Places And Adding Or Removing Material Until Surface Is Smooth And Uniform. Along Curbs, Headers, And Walls, And At All Places Not Accessible To The Roller, The Subbase Material Shall Be Compacted Thoroughly With Approved Tampers Or Compactors. If The Layer Of Subbase Material, Or Part Thereof, Does Not Conform To The Required Finish, The Contractor Shall, At His Own Expense, Make The Necessary Corrections. Compaction Of Each Layer Shall Continue Until A Field Density Of At Least 100 Percent Of The Maximum Dry Density Determined In Accordance With Aashto T 180, Method D Has Been Achieved. In-place Density Determination Shall Be Made In Accordance With Aashto T 191. 200.3.4 Trial Sections Before Subbase Construction Is Started, The Contractor Shall Spread And Compact Trial Sections As Directed By The Engineer. The Purpose Of The Trial Sections Is To Check The Suitability Of The Materials And The Efficiency Of The Equipment And Construction Method Which Is Proposed To Be Used By The Contractor. Therefore, The Contractor Must Use The Same Material, Equipment And Procedures That He Proposes To Use For The Main Work. One Trial Section Of About 500 M2 Shall Be Made For Every Type Of Material And/or Construction Equipment/procedure Proposed For Use. After Final Compaction Of Each Trial Section, The Contractor Shall Carry Out Such Field Density Tests And Other Tests Required As Directed By The Engineer. If A Trial Section Shows That The Proposed Materials, Equipment Or Procedures In The Engineer’s Opinion Are Not Suitable For Subbase, The Material Shall Be Removed At The Contractor’s Expense, And A New Trial Section Shall Be Constructed. If The Basic Conditions Regarding The Type Of Material Or Procedure Change During The Execution Of The Work, New Trial Sections Shall Be Constructed. 200.3.5 Tolerances Aggregate Subbase Shall Be Spread With Equipment That Will Provide A Uniform Layer Which When Compacted Will Conform To The Designed Level And Transverse Slopes As Shown On The Plans. The Allowable Tolerances Shall Be As Specified Hereunder: Permitted Variation From Design Thickness Of Layer ± 20 Mm Permitted Variation From Design Level Of Surface +10 Mm -20 Mm Permitted Surface Irregularity Measured By 3-m Straight-edge 20 Mm Permitted Variation From Design Crossfall Or Camber ±0.3% Permitted Variation From Design Longitudinal Grade Over 25 M In Length ±0.1% Section Vii. Drawings Annex A – Architectural Design Annex B- Project Billboard Plan Section Viii. Bill Of Quantities Bid No. Agr- 24-584-b Item Description Quantity Unit Unit Cost Total Cost No. I. Project Billboard/signboard 4.00 Each Pesos And Ctvs. (p ) Each P Ii. Traffic Management 1.10 Mos. Pesos And Ctvs. (p ) / Mos. P Iii. Mobilization/demobilization 1.00 L.s. Pesos And Ctvs. (p ) / L.s. P Iv. Clearing And Grubbing 1.00 L.s. Pesos And Ctvs. (p ) /l.s. P V. Surplus Common Excavation 2,956.71 Cu.m. Pesos And Ctvs. (p ) /cu.m P Vi. Embankment From Roadway 472.49 Cu.m. Pesos Excavation And Ctvs. (p ) / Cu.m P Vii. Subgrade Preparation 15,936.00 Sq.m. Pesos And Ctvs. (p ) / Sq.m P Viii. Aggregate Sub-base Course 3,087.60 Cu.m. Pesos And Ctvs. (p ) / Cu.m P Total Bid Cost In Figures P Total Bid Cost In Words Summary Of Costs Item No. Bid Amount I. Project Billboard/signboard ₱ _____________________________ Ii. Traffic Management ₱ _____________________________ Iii. Mobilization/demobilization ₱ _____________________________ Iv. Clearing And Grubbing ₱ _____________________________ V. Surplus Common Excavation ₱ _____________________________ Vi. Embankment From Roadway Excavation ₱ _____________________________ Vii. Subgrade Preparation ₱ _____________________________ Viii. Aggregate Sub-base Course ₱ _____________________________ Total Bid Amount ₱ _____________________________ Section Ix. Checklist Of Technical And Financial Documents I. Technical Component Envelope Class “a” Documents Legal Documents ⬜ (a) Valid Philgeps Registration Certificate (platinum Membership) (all Pages) In Accordance With Section 8.5.2 Of The Irr; Technical Documents ⬜ (b) Statement Of The Prospective Bidder Of All Its Ongoing Government And Private Contracts, Including Contracts Awarded But Not Yet Started, If Any, Whether Similar Or Not Similar In Nature And Complexity To The Contract To Be Bid; And ⬜ (c) Statement Of The Bidder’s Single Largest Completed Contract (slcc) Similar To The Contract To Be Bid, Except Under Conditions Provided Under The Rules; And ⬜ (d) Special Pcab License In Case Of Joint Ventures; And Registration For The Type And Cost Of The Contract To Be Bid; And ⬜ (e) Original Copy Of Bid Security. If In The Form Of A Surety Bond, Submit Also A Certification Issued By The Insurance Commission; Or Original Copy Of Notarized Bid Securing Declaration; And (f) Project Requirements, Which Shall Include The Following: ⬜ A. Organizational Chart For The Contract To Be Bid; ⬜ B. List Of Contractor’s Key Personnel (e.g., Project Manager, Project Engineers, Materials Engineers, And Foremen), To Be Assigned To The Contract To Be Bid, With Their Complete Qualification And Experience Data; ⬜ C. List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership Or Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be; And ⬜ (g) Original Duly Signed Omnibus Sworn Statement (oss); And If Applicable, Original Notarized Secretary’s Certificate In Case Of A Corporation, Partnership, Or Cooperative; Or Original Special Power Of Attorney Of All Members Of The Joint Venture Giving Full Power And Authority To Its Officer To Sign The Oss And Do Acts To Represent The Bidder. Financial Documents ⬜ (h) The Prospective Bidder’s Computation Of Net Financial Contracting Capacity (nfcc). Class “b” Documents ⬜ (i) If Applicable, Duly Signed Joint Venture Agreement (jva) In Accordance With Ra No. 4566 And Its Irr In Case The Joint Venture Is Already In Existence; Or Duly Notarized Statements From All The Potential Joint Venture Partners Stating That They Will Enter Into And Abide By The Provisions Of The Jva In The Instance That The Bid Is Successful. Ii. Financial Component Envelope ⬜ (j) Original Of Duly Signed And Accomplished Financial Bid Form; And Other Documentary Requirements Under Ra No. 9184 ⬜ (k) Original Of Duly Signed Bid Prices In The Bill Of Quantities; And ⬜ (l) Duly Accomplished Detailed Estimates Form, Including A Summary Sheet Indicating The Unit Prices Of Construction Materials, Labor Rates, And Equipment Rentals Used In Coming Up With The Bid; And ⬜ Cash Flow By Quarter. Bid Form For The Procurement Of Infrastructure Projects [shall Be Submitted With The Bid] Bid Form Date : Project Identification No. : To: [name And Address Of Procuring Entity] Having Examined The Philippine Bidding Documents (pbds) Including The Supplemental Or Bid Bulletin Numbers [insert Numbers], The Receipt Of Which Is Hereby Duly Acknowledged, We, The Undersigned, Declare That: A. We Have No Reservation To The Pbds, Including The Supplemental Or Bid Bulletins, For The Procurement Project: [insert Name Of Contract]; B. We Offer To Execute The Works For This Contract In Accordance With The Pbds; C. The Total Price Of Our Bid In Words And Figures, Excluding Any Discounts Offered Below Is: [insert Information]; D. The Discounts Offered And The Methodology For Their Application Are: [insert Information]; E. The Total Bid Price Includes The Cost Of All Taxes, Such As, But Not Limited To: [specify The Applicable Taxes, E.g. (i) Value Added Tax (vat), (ii) Income Tax, (iii) Local Taxes, And (iv) Other Fiscal Levies And Duties], Which Are Itemized Herein And Reflected In The Detailed Estimates, F. Our Bid Shall Be Valid Within The Period Stated In The Pbds, And It Shall Remain Binding Upon Us At Any Time Before The Expiration Of That Period; G. If Our Bid Is Accepted, We Commit To Obtain A Performance Security In The Amount Of [insert Percentage Amount] Percent Of The Contract Price For The Due Performance Of The Contract, Or A Performance Securing Declaration In Lieu Of The The Allowable Forms Of Performance Security, Subject To The Terms And Conditions Of Issued Gppb Guidelines12 For This Purpose; H. We Are Not Participating, As Bidders, In More Than One Bid In This Bidding Process, Other Than Alternative Offers In Accordance With The Bidding Documents; I. We Understand That This Bid, Together With Your Written Acceptance Thereof Included In Your Notification Of Award, Shall Constitute A Binding Contract Between Us, Until A Formal Contract Is Prepared And Executed; And J. We Understand That You Are Not Bound To Accept The Lowest Calculated Bid Or Any Other Bid That You May Receive. We Likewise Certify/confirm That The Undersigned, Is The Duly Authorized Representative Of The Bidder, And Granted Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For The [name Of Project] Of The [name Of The Procuring Entity]. K. We Acknowledge That Failure To Sign Each And Every Page Of This Bid Form, Including The Bill Of Quantities, Shall Be A Ground For The Rejection Of Our Bid. Name: Legal Capacity: Signature: Duly Authorized To Sign The Bid For And Behalf Of: Date: Bid Securing Declaration Form [shall Be Submitted With The Bid If Bidder Opts To Provide This Form Of Bid Security] Republic Of The Philippines) City Of ) S.s. Bid Securing Declaration Project Identification No.: [insert Number] To: [insert Name And Address Of The Procuring Entity] I/we, The Undersigned, Declare That: 1. I/we Understand That, According To Your Conditions, Bids Must Be Supported By A Bid Security, Which May Be In The Form Of A Bid Securing Declaration. 2. I/we Accept That: (a) I/we Will Be Automatically Disqualified From Bidding For Any Procurement Contract With Any Procuring Entity For A Period Of Two (2) Years Upon Receipt Of Your Blacklisting Order; And, (b) I/we Will Pay The Applicable Fine Provided Under Section 6 Of The Guidelines On The Use Of Bid Securing Declaration, Within Fifteen (15) Days From Receipt Of The Written Demand By The Procuring Entity For The Commission Of Acts Resulting To The Enforcement Of The Bid Securing Declaration Under Sections 23.1(b), 34.2, 40.1 And 69.1, Except 69.1(f),of The Irr Of Ra No. 9184; Without Prejudice To Other Legal Action The Government May Undertake. 3. I/we Understand That This Bid Securing Declaration Shall Cease To Be Valid On The Following Circumstances: A. Upon Expiration Of The Bid Validity Period, Or Any Extension Thereof Pursuant To Your Request; B. I Am/we Are Declared Ineligible Or Post-disqualified Upon Receipt Of Your Notice To Such Effect, And (i) I/we Failed To Timely File A Request For Reconsideration Or (ii) I/we Filed A Waiver To Avail Of Said Right; And C. I Am/we Are Declared The Bidder With The Lowest Calculated Responsive Bid, And I/we Have Furnished The Performance Security And Signed The Contract. In Witness Whereof, I/we Have Hereunto Set My/our Hand/s This Day Of [month] [year] At [place Of Execution]. [insert Name Of Bidder Or Its Authorized Representative] [insert Signatory’s Legal Capacity] Affiant [jurat] [format Shall Be Based On The Latest Rules On Notarial Practice] Omnibus Sworn Statement (revised) [shall Be Submitted With The Bid] Republic Of The Philippines ) City/municipality Of ) S.s. Affidavit I, [name Of Affiant], Of Legal Age, [civil Status], [nationality], And Residing At [address Of Affiant], After Having Been Duly Sworn In Accordance With Law, Do Hereby Depose And State That: 1. [select One, Delete The Other:] [if A Sole Proprietorship:] I Am The Sole Proprietor Or Authorized Representative Of [name Of Bidder] With Office Address At [address Of Bidder]; [if A Partnership, Corporation, Cooperative, Or Joint Venture:] I Am The Duly Authorized And Designated Representative Of [name Of Bidder] With Office Address At [address Of Bidder]; 2. [select One, Delete The Other:] [if A Sole Proprietorship:] As The Owner And Sole Proprietor, Or Authorized Representative Of [name Of Bidder], I Have Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For [name Of The Project] Of The [name Of The Procuring Entity], As Shown In The Attached Duly Notarized Special Power Of Attorney; [if A Partnership, Corporation, Cooperative, Or Joint Venture:] I Am Granted Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For [name Of The Project] Of The [name Of The Procuring Entity], As Shown In The Attached [state Title Of Attached Document Showing Proof Of Authorization (e.g., Duly Notarized Secretary’s Certificate, Board/partnership Resolution, Or Special Power Of Attorney, Whichever Is Applicable;)]; 3. [name Of Bidder] Is Not “blacklisted” Or Barred From Bidding By The Government Of The Philippines Or Any Of Its Agencies, Offices, Corporations, Or Local Government Units, Foreign Government/foreign Or International Financing Institution Whose Blacklisting Rules Have Been Recognized By The Government Procurement Policy Board, By Itself Or By Relation, Membership, Association, Affiliation, Or Controlling Interest With Another Blacklisted Person Or Entity As Defined And Provided For In The Uniform Guidelines On Blacklisting; 4. Each Of The Documents Submitted In Satisfaction Of The Bidding Requirements Is An Authentic Copy Of The Original, Complete, And All Statements And Information Provided Therein Are True And Correct; 5. [name Of Bidder] Is Authorizing The Head Of The Procuring Entity Or Its Duly Authorized Representative(s) To Verify All The Documents Submitted; 6. [select One, Delete The Rest:] [if A Sole Proprietorship:] The Owner Or Sole Proprietor Is Not Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; [if A Partnership Or Cooperative:] None Of The Officers And Members Of [name Of Bidder] Is Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; [if A Corporation Or Joint Venture:] None Of The Officers, Directors, And Controlling Stockholders Of [name Of Bidder] Is Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; 7. [name Of Bidder] Complies With Existing Labor Laws And Standards; And 8. [name Of Bidder] Is Aware Of And Has Undertaken The Responsibilities As A Bidder In Compliance With The Philippine Bidding Documents, Which Includes: A. Carefully Examining All Of The Bidding Documents; B. Acknowledging All Conditions, Local Or Otherwise, Affecting The Implementation Of The Contract; C. Making An Estimate Of The Facilities Available And Needed For The Contract To Be Bid, If Any; And D. Inquiring Or Securing Supplemental/bid Bulletin(s) Issued For The [name Of The Project]. 9. [name Of Bidder] Did Not Give Or Pay Directly Or Indirectly, Any Commission, Amount, Fee, Or Any Form Of Consideration, Pecuniary Or Otherwise, To Any Person Or Official, Personnel Or Representative Of The Government In Relation To Any Procurement Project Or Activity. 10. In Case Advance Payment Was Made Or Given, Failure To Perform Or Deliver Any Of The Obligations And Undertakings In The Contract Shall Be Sufficient Grounds To Constitute Criminal Liability For Swindling (estafa) Or The Commission Of Fraud With Unfaithfulness Or Abuse Of Confidence Through Misappropriating Or Converting Any Payment Received By A Person Or Entity Under An Obligation Involving The Duty To Deliver Certain Goods Or Services, To The Prejudice Of The Public And The Government Of The Philippines Pursuant To Article 315 Of Act No. 3815 S. 1930, As Amended, Or The Revised Penal Code. In Witness Whereof, I Have Hereunto Set My Hand This Day Of , 20 At , Philippines. [insert Name Of Bidder Or Its Authorized Representative] [insert Signatory’s Legal Capacity] Affiant [jurat] [format Shall Be Based On The Latest Rules On Notarial Practice]

Details: Description Republic Of The Philippines Department Of Justice Bureau Of Corrections Muntinlupa City Philippine Bidding Documents Design And Build Of Bureau Of Corrections Regional Prison Facility At Iwahig Prison And Penal Farm (ippf) - Phase 2 (procurement/ Id .020) Sixth Edition July 2020 Bids And Awards Committee 2024 Table Of Contents Section I. Invitation To Bid 3 Section Ii. Instructions To Bidders 6 Section Iii. Bid Data Sheet 13 Section Iv. General Conditions Of Contract 19 Section V. Special Conditions Of Contract 24 Section Vi. Specifications 26 Section Vii. Drawings 56 Section Viii. Bill Of Quantities 57 Section Ix. Checklist Of Technical And Financial Documents 58 Section I. Invitation To Bid Republic Of The Philippines Department Of Justice Bureau Of Corrections Muntinlupa City Invitation To Bid Design And Build Of Bureau Of Corrections Regional Prison Facility At Iwahig Prison And Penal Farm (ippf) - Phase 2 1. The Bureau Of Corrections, Through The General Appropriations Act (gaa) Of 2024 Capital Outlay, Intends To Apply The Sum Of Two Hundred Eighty Million Pesos Only (₱280,000,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For The Design And Build Of Bureau Of Corrections Regional Prison Facility At Iwahig Prison And Penal Farm (ippf) - Phase 2 With Identification Number __20_. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Bureau Of Corrections Now Invites Bids For Provision Of A Detailed Preliminary Architectural And Engineering Design, Detailed Engineering Requirements And Actual Construction Of The Bureau Of Corrections Regional Prison Facilities, Based On The Final Detailed Architectural And Engineering Design, To Be Approved By The Head Of Procuring Entity Or Its Duly Authorized Representative Conformably With The Minimum Standards Set Forth In The (1) Presidential Decree (pd) No. 1096, National Building Code Of The Philippines (2) Batas Pambansa (bp)blg. 344, An Act To Enhance The Mobility Of Disabled Persons By Requiring Certain Public Buildings, Institutions, Establishments And Public Utilities To Install Facilities And Other Devices (3) National Structural Code Of The Philippines (nscp), Volume I, 2010 (4) Philippine Electrical Code (pec), 2009 (5) Revised Plumbing Code Of The Philippines (6) Revised Irr Of Ra 10575 (7) Republic Act (ra) No. 9514, Revised Fire Code Of The Philippines And (8) Applicable Local Regulations And Ordinances. Completion Of The Works Is Required Within Three Hundred Sixty-five (365) Calendar Days. Bidders Should Have Completed A Contract Similar To The Project Amounting To At Least Fifty Percent (50%) Of The Abc Within The Last Six (6) Years. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii. Instructions To Bidders. 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act 9184 (ra 9184), Otherwise Known As The “government Procurement Reform Act.” Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Cooperatives, And Partnerships Or Organizations With At Least Seventy-five Percent (75%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines. 4. Interested Bidders May Obtain Further Information From Bureau Of Corrections And Inspect The Bidding Documents At The Address Given Below From Monday To Friday From 8:00am To 5:00pm. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On __may 2, 2024 (08:00am To 05:00pm) To May 23, 2024 (08:00am To 01:29pm) From The Given Address And Website(s) Below. It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps) And The Website Of The Procuring Entity Bucor.gov.ph, Provided That Bidders Shall Pay The Applicable Fee Of Fifty Thousand (₱50,000.00) Pesos Only For The Bidding Documents Not Later Than The Submission Of Their Bids. The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person Or By Facsimile. 6. The Bureau Of Corrections Will Hold A Pre-bid Conference On __may 10, 2024 (01:30 Pm)_ At Bac Conference Room Nbp Reservation Muntinlupa City, Which Shall Be Open To Prospective Bidders. 7. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Office Address As Indicated Below, On Or Before _may 23, 2024 (01:30 Pm)__. Late Bids Shall Not Be Accepted. 8. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 15. 9. Bid Opening Shall Be On _ May 23, 2024 (01:30 Pm _ At The Bac Conference Room Nbp Reservation Muntinlupa City. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 10. The Bureau Of Corrections Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35.6 And 41 Of The 2016 Revised Implementing Rules And Regulations (irr) Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 11. For Further Information, Please Refer To: Ma. Adoracion I. Viñas Office Of The Bac Secretariat Supply Office, Bureau Of Corrections, Muntinlupa City Tel # 02-8809-8587/02-8478-0907 Bacsec2022@gmail.com 12. You May Visit The Following Websites: For Downloading Of Bidding Documents: Bucor.gov.ph Date Of Issue: _______________ Ccsupt Celso S Bravo Chairman, Bids And Awards Committee Section Ii. Instructions To Bidders 1.scope Of Bid The Procuring Entity, Bureau Of Corrections Invites Bids For The Design And Build Of Bureau Of Corrections Regional Prison Facility At Iwahig Prison And Penal Farm (ippf) - Phase 2, With Project Identification Number [indicate Number]. [note: The Project Identification Number Is Assigned By The Procuring Entity Based On Its Own Coding Scheme And Is Not The Same As The Philgeps Reference Number, Which Is Generated After The Posting Of The Bid Opportunity On The Philgeps Website.] The Procurement Project (referred To Herein As “project”) Is For The Construction Of Works, As Described In Section Vi (specifications). 2. Funding Information 2.1. The Gop Through The Source Of Funding Through The General Appropriations Act (gaa) Of 2024 Capital Outlay In The Amount Of Two Hundred Eighty Million Pesos Only (₱280,000,000.00) 2.2. The Source Of Funding Is: A. Nga, The General Appropriations Act Or Special Appropriations. 3. Bidding Requirements The Bidding For The Project Shall Be Governed By All The Provisions Of Ra No. 9184 And Its 2016 Revised Irr, Including Its Generic Procurement Manual And Associated Policies, Rules And Regulations As The Primary Source Thereof, While The Herein Clauses Shall Serve As The Secondary Source Thereof. Any Amendments Made To The Irr And Other Gppb Issuances Shall Be Applicable Only To The Ongoing Posting, Advertisement, Or Invitation To Bid By The Bac Through The Issuance Of A Supplemental Or Bid Bulletin. The Bidder, By The Act Of Submitting Its Bid, Shall Be Deemed To Have Inspected The Site, Determined The General Characteristics Of The Contracted Works And The Conditions For This Project, Such As The Location And The Nature Of The Work; (b) Climatic Conditions; (c) Transportation Facilities; (c) Nature And Condition Of The Terrain, Geological Conditions At The Site Communication Facilities, Requirements, Location And Availability Of Construction Aggregates And Other Materials, Labor, Water, Electric Power And Access Roads; And (d) Other Factors That May Affect The Cost, Duration And Execution Or Implementation Of The Contract, Project, Or Work And Examine All Instructions, Forms, Terms, And Project Requirements In The Bidding Documents. 4. Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices The Procuring Entity, As Well As The Bidders And Contractors, Shall Observe The Highest Standard Of Ethics During The Procurement And Execution Of The Contract. They Or Through An Agent Shall Not Engage In Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices Defined Under Annex “i” Of The 2016 Revised Irr Of Ra No. 9184 Or Other Integrity Violations In Competing For The Project. 5. Eligible Bidders 5.1. Only Bids Of Bidders Found To Be Legally, Technically, And Financially Capable Will Be Evaluated. 5.2. The Bidder Must Have An Experience Of Having Completed A Single Largest Completed Contract (slcc) That Is Similar To This Project, Equivalent To At Least Fifty Percent (50%) Of The Abc Adjusted, If Necessary, By The Bidder To Current Prices Using The Psa’s Cpi, Except Under Conditions Provided For In Section 23.4.2.4 Of The 2016 Revised Irr Of Ra No. 9184. A Contract Is Considered To Be “similar” To The Contract To Be Bid If It Has The Major Categories Of Work Stated In The Bds. 5.3. For Foreign-funded Procurement, The Procuring Entity And The Foreign Government/foreign Or International Financing Institution May Agree On Another Track Record Requirement, As Specified In The Bidding Document Prepared For This Purpose. 5.4. The Bidders Shall Comply With The Eligibility Criteria Under Section 23.4.2 Of The 2016 Irr Of Ra No. 9184. 6. Origin Of Associated Goods There Is No Restriction On The Origin Of Goods Other Than Those Prohibited By A Decision Of The Un Security Council Taken Under Chapter Vii Of The Charter Of The Un. 7. Subcontracts 7.1. The Bidder May Subcontract Portions Of The Project To The Extent Allowed By The Procuring Entity As Stated Herein, But In No Case More Than Fifty Percent (50%) Of The Project. The Procuring Entity Has Prescribed That: A. Subcontracting Is Not Allowed. 7.1. [if Procuring Entity Has Determined That Subcontracting Is Allowed During The Bidding, State:] The Bidder Must Submit Together With Its Bid The Documentary Requirements Of The Subcontractor(s) Complying With The Eligibility Criteria Stated In Itb Clause 5 In Accordance With Section 23.4 Of The 2016 Revised Irr Of Ra No. 9184 Pursuant To Section 23.1 Thereof. 7.2. [if Subcontracting Is Allowed During The Contract Implementation Stage, State:] The Supplier May Identify Its Subcontractor During The Contract Implementation Stage. Subcontractors Identified During The Bidding May Be Changed During The Implementation Of This Contract. Subcontractors Must Submit The Documentary Requirements Under Section 23.1 Of The 2016 Revised Irr Of Ra No. 9184 And Comply With The Eligibility Criteria Specified In Itb Clause 5 To The Implementing Or End-user Unit. 7.3. Subcontracting Of Any Portion Of The Project Does Not Relieve The Contractor Of Any Liability Or Obligation Under The Contract. The Supplier Will Be Responsible For The Acts, Defaults, And Negligence Of Any Subcontractor, Its Agents, Servants, Or Workmen As Fully As If These Were The Contractor’s Own Acts, Defaults, Or Negligence, Or Those Of Its Agents, Servants, Or Workmen. 8. Pre-bid Conference The Procuring Entity Will Hold A Pre-bid Conference For This Project On The Specified Date And Time And Either At Its Physical Address At Bac Conference Room Nbp Reservation Muntinlupa City And/or Through Videoconferencing/webcasting} As Indicated In Paragraph 6 Of The Ib. 9. Clarification And Amendment Of Bidding Documents Prospective Bidders May Request For Clarification On And/or Interpretation Of Any Part Of The Bidding Documents. Such Requests Must Be In Writing And Received By The Procuring Entity, Either At Its Given Address Or Through Electronic Mail Indicated In The Ib, At Least Ten (10) Calendar Days Before The Deadline Set For The Submission And Receipt Of Bids. 10. Documents Comprising The Bid: Eligibility And Technical Components 10.1. The First Envelope Shall Contain The Eligibility And Technical Documents Of The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 10.2. If The Eligibility Requirements Or Statements, The Bids, And All Other Documents For Submission To The Bac Are In Foreign Language Other Than English, It Must Be Accompanied By A Translation In English, Which Shall Be Authenticated By The Appropriate Philippine Foreign Service Establishment, Post, Or The Equivalent Office Having Jurisdiction Over The Foreign Bidder’s Affairs In The Philippines. For Contracting Parties To The Apostille Convention, Only The Translated Documents Shall Be Authenticated Through An Apostille Pursuant To Gppb Resolution No. 13-2019 Dated 23 May 2019. The English Translation Shall Govern, For Purposes Of Interpretation Of The Bid. 10.3. A Valid Pcab License Is Required, And In Case Of Joint Ventures, A Valid Special Pcab License, And Registration For The Type And Cost Of The Contract For This Project. Any Additional Type Of Contractor License Or Permit Shall Be Indicated In The Bds. 10.4. A List Of Contractor’s Key Personnel (e.g., Project Manager, Project Engineers, Materials Engineers, And Foremen) Assigned To The Contract To Be Bid, With Their Complete Qualification And Experience Data Shall Be Provided. These Key Personnel Must Meet The Required Minimum Years Of Experience Set In The Bds. 10.5. A List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership, Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be, Must Meet The Minimum Requirements For The Contract Set In The Bds. 11. Documents Comprising The Bid: Financial Component 11.1. The Second Bid Envelope Shall Contain The Financial Documents For The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 11.2. Any Bid Exceeding The Abc Indicated In Paragraph 1 Of The Ib Shall Not Be Accepted. 11.3. For Foreign-funded Procurement, A Ceiling May Be Applied To Bid Prices Provided The Conditions Are Met Under Section 31.2 Of The 2016 Revised Irr Of Ra No. 9184. 12. Alternative Bids Bidders Shall Submit Offers That Comply With The Requirements Of The Bidding Documents, Including The Basic Technical Design As Indicated In The Drawings And Specifications. Unless There Is A Value Engineering Clause In The Bds, Alternative Bids Shall Not Be Accepted. 13. Bid Prices All Bid Prices For The Given Scope Of Work In The Project As Awarded Shall Be Considered As Fixed Prices, And Therefore Not Subject To Price Escalation During Contract Implementation, Except Under Extraordinary Circumstances As Determined By The Neda And Approved By The Gppb Pursuant To The Revised Guidelines For Contract Price Escalation Guidelines. 14. Bid And Payment Currencies 14.1. Bid Prices May Be Quoted In The Local Currency Or Tradable Currency Accepted By The Bsp At The Discretion Of The Bidder. However, For Purposes Of Bid Evaluation, Bids Denominated In Foreign Currencies Shall Be Converted To Philippine Currency Based On The Exchange Rate As Published In The Bsp Reference Rate Bulletin On The Day Of The Bid Opening. 14.2. Payment Of The Contract Price Shall Be Made In: A.philippine Pesos. 15. Bid Security 15.1. The Bidder Shall Submit A Bid Securing Declaration Or Any Form Of Bid Security In The Amount Indicated In The Bds, Which Shall Be Not Less Than The Percentage Of The Abc In Accordance With The Schedule In The Bds. 15.2. The Bid And Bid Security Shall Be Valid Until One Hundred Twenty (120) Calendar Days. Any Bid Not Accompanied By An Acceptable Bid Security Shall Be Rejected By The Procuring Entity As Non-responsive. 16. Sealing And Marking Of Bids Each Bidder Shall Submit One Copy Of The First And Second Components Of Its Bid. The Procuring Entity May Request Additional Hard Copies And/or Electronic Copies Of The Bid. However, Failure Of The Bidders To Comply With The Said Request Shall Not Be A Ground For Disqualification. If The Procuring Entity Allows The Submission Of Bids Through Online Submission To The Given Website Or Any Other Electronic Means, The Bidder Shall Submit An Electronic Copy Of Its Bid, Which Must Be Digitally Signed. An Electronic Copy That Cannot Be Opened Or Is Corrupted Shall Be Considered Non-responsive And, Thus, Automatically Disqualified. 17. Deadline For Submission Of Bids The Bidders Shall Submit On The Specified Date And Time And Either At Its Physical Address Or Through Online Submission As Indicated In Paragraph 7 Of The Ib. 18. Opening And Preliminary Examination Of Bids 18.1. The Bac Shall Open The Bids In Public At The Time, On The Date, And At The Place Specified In Paragraph 9 Of The Ib. The Bidders’ Representatives Who Are Present Shall Sign A Register Evidencing Their Attendance. In Case Videoconferencing, Webcasting Or Other Similar Technologies Will Be Used, Attendance Of Participants Shall Likewise Be Recorded By The Bac Secretariat. In Case The Bids Cannot Be Opened As Scheduled Due To Justifiable Reasons, The Rescheduling Requirements Under Section 29 Of The 2016 Revised Irr Of Ra No. 9184 Shall Prevail. 18.2. The Preliminary Examination Of Bids Shall Be Governed By Section 30 Of The 2016 Revised Irr Of Ra No. 9184. 19. Detailed Evaluation And Comparison Of Bids 19.1. The Procuring Entity’s Bac Shall Immediately Conduct A Detailed Evaluation Of All Bids Rated “passed” Using Non-discretionary Pass/fail Criteria. The Bac Shall Consider The Conditions In The Evaluation Of Bids Under Section 32.2 Of 2016 Revised Irr Of Ra No. 9184. 19.2. If The Project Allows Partial Bids, All Bids And Combinations Of Bids As Indicated In The Bds Shall Be Received By The Same Deadline And Opened And Evaluated Simultaneously So As To Determine The Bid Or Combination Of Bids Offering The Lowest Calculated Cost To The Procuring Entity. Bid Security As Required By Itb Clause 16 Shall Be Submitted For Each Contract (lot) Separately. 19.3. In All Cases, The Nfcc Computation Pursuant To Section 23.4.2.6 Of The 2016 Revised Irr Of Ra No. 9184 Must Be Sufficient For The Total Of The Abcs For All The Lots Participated In By The Prospective Bidder. 20. Post Qualification Within A Non-extendible Period Of Five (5) Calendar Days From Receipt By The Bidder Of The Notice From The Bac That It Submitted The Lowest Calculated Bid, The Bidder Shall Submit Its Latest Income And Business Tax Returns Filed And Paid Through The Bir Electronic Filing And Payment System (efps), And Other Appropriate Licenses And Permits Required By Law And Stated In The Bds. 21. Signing Of The Contract The Documents Required In Section 37.2 Of The 2016 Revised Irr Of Ra No. 9184 Shall Form Part Of The Contract. Additional Contract Documents Are Indicated In The Bds. Section Iii. Bid Data Sheet Bid Data Sheet Itb Clause 5.2 For This Purpose, Contracts Similar To The Project Refer To Contracts Which Have The Same Major Categories Of Work, Which Shall Be: Architectural, Engineering Design, Detailed Engineering Requirements And Construction Of Building With Concreting Works. 7.1 Subcontracting Is Not Allowed 10.3 A Valid Pcab License Is Required, And In Case Of Joint Ventures, A Valid Special Pcab License, And Registration For The Type And Cost Of The Contract For This Project. 10.4 The Key Personnel Must Meet The Required Minimum Years Of Experience Set Below: For Design Personnel: Key Personnel General Experience Relevant Experience Principal Architect The Principal Architect Must Be Duly-licensed With At Least Ten (10) Years’ Experience Experience In The Design Of Residential, Government Offices Or Institutional Facilities, And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Structural Engineer The Structural Engineer Must Be A Duly-licensed Civil Engineer With At Least Ten (10) Years’ Experience. Experience In Structural Design And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Professional Electrical Engineer The Electrical Engineer Must Be A Registered Professional Electrical Engineer With At Least Five (5) Years’ Experience. Experience In The Design Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems And Preferably Knowledgeable In Developments In Emergent Efficient Lighting Technologies And Energy Management. Professional Mechanical Engineer The Mechanical Engineer Must Be A Professional Mechanical Engineer With At Least Five (5) Years’ Experience. Experience In Hvac And Fire Protection Systems And Preferably Knowledgeable In Emergent, Alternative Energy- Efficient Hvac Technologies. Electronics And Communications Engineer The Electronics And Communications Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In The Design Of Communications Systems, And Preferably Knowledgeable In The Application Of Building Automation And Surveillance Systems. Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In The Design Of Building Water Supply And Distribution, Plumbing, And Preferably Knowledgeable In Waste Water Management/treatment, And Emergent, Alternative Effluent Collection And Treatment System. The Design & Build Contractor May, As Needed And At Its Own Expense, Add Additional Professionals And/or Support Personnel For The Optimal Performance Of All Architectural And Engineering Design Services, As Stipulated In These Terms Of Reference, For The Project. Prospective Bidders Shall Attach Each Individual’s Resume And Prc License Of The (professional) Staff. Design Personnel May Also Be Utilized For The Construction Phase Provided That The Same Meet The Minimum Number Of Years Of Experience In The Construction Of Similar Projects. For Construction Personnel: Key Personnel General Experience Relevant Experience Project Manager The Project Manager Shall Be A Licensed Architect Or Engineer With At Least Eight (8) Years Relevant Experience. Relevant Experience On Similar And Comparable Projects In Different Locations. The Project Manager Should Have A Proven Record Or Managerial Capability Through The Directing/managing Of Major Civil Engineering Works, Including Projects Of A Similar Magnitude. Project Architect/engineer The Project Architect/engineer Shall Be A Licensed Architect Or Engineer With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Materials Engineer (m.e. I) The Materials Engineer Must Be Duly Accredited With The Dpwh And With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Electrical Engineer The Electrical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects In The Installation Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems. Mechanical Engineer The Mechanical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects In The Installation Of Hvac And Fire Protection. Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects In The Installation Of Building Water Supply And Distribution, Plumbing. Foreman The Foreman Must Have At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Safety Officer The Sanitary Officer Must Have At Least Two (2) Years’ Experience. Must Be An Accredited Safety Practitioner By The Department Of Labor And Employment (dole) And Must Have Undergone The Prescribed Forty (40) Hour Construction Safety And Health Training (cosh) 10.5 The Minimum Major Equipment Requirements Are The Following: Equipment Capacity Number Of Units Backhoe At Least 38hp With 0.055 To 0.160 M3 Bucket Capacity 1 Pay Loader At Least 2.5 To 9.5 M3 Bucket Capacity 1 Dump Truck At Least 10 Cu.m. 2 Generator 50kva 1 Concrete Mixers 1 Bagger 4 Welding Machines 300amp Heavy Duty 4 Submersible Dredging Pump At Least 1hp And 2” Output 1 Prospective Bidders Shall Attach The List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership, Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be. 12 No Further Instructions. 15.1 The Bid Security Shall Be In The Form Of A Bid Securing Declaration Or Any Of The Following Forms And Amounts: A. The Amount Of Not Less Than 2% Of The Abc, If Bid Security Is In Cash, Cashier’s/manager’s Check, Bank Draft/guarantee Or Irrevocable Letter Of Credit; B. The Amount Of Not Less Than 5% Of The Abc, If Bid Security Is In Surety Bond. 19.2 No Further Instructions. 20 Within A Non-extendible Period Of Five (5) Calendar Days From Receipt By The Bidder Of The Notice From The Bac That It Submitted The Lowest Calculated Bid, The Bidder Shall Submit Its; 1. Latest Income And Business Tax Returns Filed And Paid Through The Bir Electronic Filing And Payment System (efps) 2. Supporting Documents For The Slcc (notice Of Award And/or Notice To Proceed And Project Owner’s Certificate Of Final Acceptance Issued By The Owner Other Than The Contractor Or The Constructors Performance Evaluation System (cpes) Final Rating, Which Must Be At Least Satisfactory. In Case Of Contracts With The Private Sector, An Equivalent Document Shall Be Submitted) 3. Certified True Copy Coming From The Issuing Agency Of Valid And Current Registration Certificate (sec Certificate Of Registration For Corporation Or Dti Certificate Of Registration For Sole Proprietorship Or Cda Certificate Of Registration For Cooperative) 4. Valid And Current Mayor’s Or Business Permit 5. Valid And Current Tax Clearance 6. Valid And Current Pcab License And Registration 7. Audited Financial Statement 8. Three (3) Sets Photocopy Of Eligibility And Financial Envelope Duly Marked As “copy No.1”, “copy No.2” And “copy No.3” 21 No Further Instructions. Section Iv. General Conditions Of Contract 1. Scope Of Contract This Contract Shall Include All Such Items, Although Not Specifically Mentioned, That Can Be Reasonably Inferred As Being Required For Its Completion As If Such Items Were Expressly Mentioned Herein. All The Provisions Of Ra No. 9184 And Its 2016 Revised Irr, Including The Generic Procurement Manual, And Associated Issuances, Constitute The Primary Source For The Terms And Conditions Of The Contract, And Thus, Applicable In Contract Implementation. Herein Clauses Shall Serve As The Secondary Source For The Terms And Conditions Of The Contract. This Is Without Prejudice To Sections 74.1 And 74.2 Of The 2016 Revised Irr Of Ra No. 9184 Allowing The Gppb To Amend The Irr, Which Shall Be Applied To All Procurement Activities, The Advertisement, Posting, Or Invitation Of Which Were Issued After The Effectivity Of The Said Amendment. 2. Sectional Completion Of Works If Sectional Completion Is Specified In The Special Conditions Of Contract (scc), References In The Conditions Of Contract To The Works, The Completion Date, And The Intended Completion Date Shall Apply To Any Section Of The Works (other Than References To The Completion Date And Intended Completion Date For The Whole Of The Works). 3. Possession Of Site 3.1 The Procuring Entity Shall Give Possession Of All Or Parts Of The Site To The Contractor Based On The Schedule Of Delivery Indicated In The Scc, Which Corresponds To The Execution Of The Works. If The Contractor Suffers Delay Or Incurs Cost From Failure On The Part Of The Procuring Entity To Give Possession In Accordance With The Terms Of This Clause, The Procuring Entity’s Representative Shall Give The Contractor A Contract Time Extension And Certify Such Sum As Fair To Cover The Cost Incurred, Which Sum Shall Be Paid By Procuring Entity. 3.2 If Possession Of A Portion Is Not Given By The Above Date, The Procuring Entity Will Be Deemed To Have Delayed The Start Of The Relevant Activities. The Resulting Adjustments In Contract Time To Address Such Delay May Be Addressed Through Contract Extension Provided Under Annex “e” Of The 2016 Revised Irr Of Ra No. 9184. 4. The Contractor’s Obligations The Contractor Shall Employ The Key Personnel Named In The Schedule Of Key Personnel Indicating Their Designation, In Accordance With Itb Clause 10.3 And Specified In The Bds, To Carry Out The Supervision Of The Works. The Procuring Entity Will Approve Any Proposed Replacement Of Key Personnel Only If Their Relevant Qualifications And Abilities Are Equal To Or Better Than Those Of The Personnel Listed In The Schedule. 5. Performance Security 5.1. Within Ten (10) Calendar Days From Receipt Of The Notice Of Award From The Procuring Entity But In No Case Later Than The Signing Of The Contract By Both Parties, The Successful Bidder Shall Furnish The Performance Security In Any Of The Forms Prescribed In Section 39 Of The 2016 Revised Irr. 5.2. The Contractor, By Entering Into The Contract With The Procuring Entity, Acknowledges The Right Of The Procuring Entity To Institute Action Pursuant To Ra No. 3688 Against Any Subcontractor Be They An Individual, Firm, Partnership, Corporation, Or Association Supplying The Contractor With Labor, Materials And/or Equipment For The Performance Of This Contract. 6.site Investigation Reports The Contractor, In Preparing The Bid, Shall Rely On Any Site Investigation Reports Referred To In The Scc Supplemented By Any Information Obtained By The Contractor. 7. Warranty 7.1. In Case The Contractor Fails To Undertake The Repair Works Under Section 62.2.2 Of The 2016 Revised Irr, The Procuring Entity Shall Forfeit Its Performance Security, Subject Its Property (ies) To Attachment Or Garnishment Proceedings, And Perpetually Disqualify It From Participating In Any Public Bidding. All Payables Of The Gop In His Favor Shall Be Offset To Recover The Costs. 7.2. The Warranty Against Structural Defects/failures, Except That Occasioned-on Force Majeure, Shall Cover The Period From The Date Of Issuance Of The Certificate Of Final Acceptance By The Procuring Entity. Specific Duration Of The Warranty Is Found In The Scc. 8. Liability Of The Contractor Subject To Additional Provisions, If Any, Set Forth In The Scc, The Contractor’s Liability Under This Contract Shall Be As Provided By The Laws Of The Republic Of The Philippines. If The Contractor Is A Joint Venture, All Partners To The Joint Venture Shall Be Jointly And Severally Liable To The Procuring Entity. 9. Termination For Other Causes Contract Termination Shall Be Initiated In Case It Is Determined Prima Facie By The Procuring Entity That The Contractor Has Engaged, Before, Or During The Implementation Of The Contract, In Unlawful Deeds And Behaviors Relative To Contract Acquisition And Implementation, Such As, But Not Limited To Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices As Stated In Itb Clause 4. 10. Dayworks Subject To The Guidelines On Variation Order In Annex “e” Of The 2016 Revised Irr Of Ra No. 9184, And If Applicable As Indicated In The Scc, The Dayworks Rates In The Contractor’s Bid Shall Be Used For Small Additional Amounts Of Work Only When The Procuring Entity’s Representative Has Given Written Instructions In Advance For Additional Work To Be Paid For In That Way. 11. Program Of Work 11.1. The Contractor Shall Submit To The Procuring Entity’s Representative For Approval The Said Program Of Work Showing The General Methods, Arrangements, Order, And Timing For All The Activities In The Works. The Submissions Of The Program Of Work Are Indicated In The Scc. 11.2. The Contractor Shall Submit To The Procuring Entity’s Representative For Approval An Updated Program Of Work At Intervals No Longer Than The Period Stated In The Scc. If The Contractor Does Not Submit An Updated Program Of Work Within This Period, The Procuring Entity’s Representative May Withhold The Amount Stated In The Scc From The Next Payment Certificate And Continue To Withhold This Amount Until The Next Payment After The Date On Which The Overdue Program Of Work Has Been Submitted. 12. Instructions, Inspections And Audits The Contractor Shall Permit The Gop Or The Procuring Entity To Inspect The Contractor’s Accounts And Records Relating To The Performance Of The Contractor And To Have Them Audited By Auditors Of The Gop Or The Procuring Entity, As May Be Required. 13. Advance Payment The Procuring Entity Shall, Upon A Written Request Of The Contractor Which Shall Be Submitted As A Contract Document, Make An Advance Payment To The Contractor In An Amount Not Exceeding Fifteen Percent (15%) Of The Total Contract Price, To Be Made In Lump Sum, Or At The Most Two Installments According To A Schedule Specified In The Scc, Subject To The Requirements In Annex “e” Of The 2016 Revised Irr Of Ra No. 9184. 14. Progress Payments The Contractor May Submit A Request For Payment For Work Accomplished. Such Requests For Payment Shall Be Verified And Certified By The Procuring Entity’s Representative/project Engineer. Except As Otherwise Stipulated In The Scc, Materials And Equipment Delivered On The Site But Not Completely Put In Place Shall Not Be Included For Payment. 15. Operating And Maintenance Manuals 15.1. If Required, The Contractor Will Provide “as Built” Drawings And/or Operating And Maintenance Manuals As Specified In The Scc. 15.2. If The Contractor Does Not Provide The Drawings And/or Manuals By The Dates Stated Above, Or They Do Not Receive The Procuring Entity’s Representative’s Approval, The Procuring Entity’s Representative May Withhold The Amount Stated In The Scc From Payments Due To The Contractor. Section V. Special Conditions Of Contract Special Conditions Of Contract Gcc Clause 2 Sectional Completion Is Not Applicable The Intended Completion Date Is Three Hundred Sixty-five (365) Calendar Days From The Date Of Receipt Of The Ntp. 4.1 The Procuring Entity Shall Give Possession Of All Parts Of The Site To The Contractor From The Date Of The Receipt Of Notice To Proceed (ntp). 6 No Further Instructions. 7.2 Fifteen (15) Years. 10 No Dayworks Are Applicable To The Contract. 11.1 The Contractor Shall Submit The Program Of Work To The Procuring Entity’s Representative Within Fourteen (14) Calendar Days After The Issuance Of The Notice To Proceed (ntp) 11.2 The Amount To Be Withheld For Late Submission Of An Updated Program Of Work Is [insert Amount]. 13 The Amount Of The Advance Payment Is Five Percent (5%) Of The Contract Price To Be Split In Two Installments (2.5% Upon Issuance Of Nortice To Proceed And 2.5% Upon Issuance Of Notice To Construct) Upon Submission To And Acceptance By The Bureau Of Corrections Of An Irrevocable Standby Letter Of Credit Of Equivalent Value From A Commercial Bank, A Bank Guarantee Or A Surety Bond Callable Upon Demand Issued By A Surety Or Insurance Company Duly Licensed By The Insurance Commission And Confirmed By The Bureau Of Corrections. 14 The Contractor May Submit A Request For Payment For Work Accomplished. Such Requests For Payment Shall Be Verified And Certified By The Procuring Entity’s Representative/project Engineer. Payment For Work Accomplishment Shall Be Made In Two Billings Only First Billing Is At Fifty Percent (50%) And The Last And Final Billing Of One Hundred Percent (100%) Work Accomplishment. Materials And Equipment Delivered On The Site But Not Completely Put In Place Shall Not Be Included For Payment. 15.1 The Date By Which “as Built” Drawings Are Required Is Upon Actual Completion Of The Project. 15.2 The Amount To Be Withheld For Failing To Produce “as Built” Drawings And/or Operating And Maintenance Manuals By The Date Required Is Equivalent To Five Percent (5%) Of The Contract Price Section Vi. Specifications Scope Of Work Design And Build Of Bureau Of Corrections Regional Prison Facility At Iwahig Prison And Penal Farm (ippf) – Phase 2 Central Prison, Iwahig Prison And Penal Farm, Puerto Princesa, Philippines 1. Project Information 1.1 Project Description The Design And Build Of Bucor Regional Prison Facility At Ippf - Phase 2 Project Represents An Essential Addition To The Existing Infrastructure, Aimed At Addressing The Pressing Need To Decongest The Bucor Prison Facilities. This Additional Facility Is Strategically Designed To Cater To The Ongoing Decongestion Program, Which Is Crucial For Ensuring The Effectiveness And Efficiency Of The National Correctional System. By Providing Additional Capacity And Resources, This Project Will Play A Vital Role In Alleviating Overcrowding And Improving Living Conditions For Inmates. This Initiative Underscores Our Commitment To Proactive Measures That Enhance Rehabilitation Efforts And Promote The Successful Reintegration Of Individuals Into Society. This Project Marks A Crucial Milestone In The Ongoing Efforts To Improve The Correctional System And Support The Rehabilitation Of Inmates. With A Focus On Security, Efficiency, And Sustainability, This Project Aims To Set A New Standard For Correctional Facilities In The Region, Prioritizing The Safety And Well-being Of Both Staff And Inmates. This Project Aims To Be Completed Within A Year, Aligning With Our Objectives For Enhancing The Correctional Infrastructure. This Timeline Underscores Our Commitment To Delivering Timely Solutions That Address The Urgent Needs Of The Correctional System And Contribute To Its Overall Improvement. The Contract Will Encompass The Design And Construction Phases Of The Bucor Regional Prison Facility At Ippf - Phase 2, Situated In The New 10ha Prison Compound Within The Central Prison, Iwahig Prison And Penal Farm, Puerto Princesa, Philippines. The Plans And Designs Shall Be In Accordance With The Plan Of The Said Structures As Conceptualized By The Planning And Design Unit (pdu) Under Civil Engineering Section (ces) Of General Services Division (gsd) Or As Conceptualized By The Winning Bidder If The Latter Is Found To Be Superior (as Defined In Section 3.1.1 Of This Tor). Contractors Shall Be Required To Conduct A Bucor Led Site Inspection And Evaluation To Enable The Contractors To Develop Their Proposals Accordingly. The Bucor Shall Not Assume Any Responsibility Regarding Erroneous Interpretations Out Of Any Data Presented By The Contractor. The Bucor Regional Prison Facility – Phase 2 Shall Be Constructed As Per Approved Drawings, Specifications, Bill Of Materials, Scope Of Works And The General Contract Conditions Following The Guidelines As Per Annex G Of Irr Of Ra 9184. The Project Shall Have The Following Basic Components: A. Complete Detailed Architectural And Engineering Design Plans, Technical Specifications, And Design Calculations For The Construction Of The Project. Such Plans, Designs, And Technical Specifications Shall Be Subject For Review And Approval By The Bucor Pdu. The Design Development And The Contract Documents Phases Of The Design Shall Continue After The Bid Is Awarded. It Shall Likewise Be Subject For Review And Approval By The Bucor - Nhq General Services Division (gsd). B. The Bid Shall Be Based On The Conceptual/schematic Design Drawings Prepared By The Bucor Pdu Or That Submitted By The Winning Bidder As Defined In Section 3.1.1 Of This Tor. C. The Contractor Shall Complete The Construction Of The Following Facility Component: (central Prison - Ippf) I. One (1) Unit Two (2) Storey + Roof Deck “type B” Dormitory Designed For 500 Psdl; Ii. With Fire Protection, Fire Detection Alarm System, And Fire Suppression Equipment Included In Dormitory, Fire Pumps And Jockey Pumps. Fire Pump House, Iii. One (1) Unit Main Security Gate Iv. One (1) Unit Secondary Security Gate V. Bunkbeds For 500 Psdl Capacity (design And Specification Of Bunk Beds For Review Of Planning And Design Unit – Gsd). Vi. 600sqm One-storey Infirmary Building Vii. 1,040 Sqm One-visitation Area (to Include Offices) Viii. Three-phase Power Line Supply (designed To Supply The Entire Compound Including The Future Developments). Connected From Electric Local Utility To Security Compound (project Site) Ix. Electrical System, Backup Power Supply System With Capacity Not Less Than The Total Computed Mva Load, Without Demand Factor. (designed To Supply The Entire Compound Including The Future Developments). X. Water Supply System Sufficient Pressure Level And To Provide Potable Water: Cistern, Pumps, Elevated Water Tank, And Chlorinator If Necessary) Xi. Site Development (grading And Earthworks, Pathways, And Site Drainage System). Xii. Cctv Systems (centralized) 1.2 Contractual Framework The Contractual Arrangement To Be Used For The Project Is The Design-and-build (db) Scheme. Under This Scheme The Procuring Entity Awards A Single Contract For The Architectural/engineering Design And Construction To A Single Firm, Partnership, Corporation, Joint Venture Or Consortium. The Winning Contractor Shall Consult And Collaborate With The Bucor Pdu For The Preparation Of The Detailed Architectural Design Of The Project. The Detailed Architectural And Engineering Design Shall Be Subject For The Review And Approval By The Bucor Pdu. Contractors Shall Be Required To Conduct A Bucor Led Site Inspection And Evaluation To Enable The Contractors To Develop Their Proposals Accordingly. The Bucor Shall Not Assume Any Responsibility Regarding Erroneous Interpretations Out Of Any Data Presented By The Contractor. The Obligations And Liabilities Of The Contractor And Its Architect Shall Be Joint And Solidary For Purposes Of The Detailed Architectural Design Of The Project In Accordance With Article 1723 Of The Civil Code Of The Philippines And Other Pertinent Laws. The Db Scheme Of Procurement Was Recommended, Endorsed, And Adopted Pursuant To The Annex G Of Irr Of Ra 9184. 2. Scope Of Contract 2.1 Obligations Of The Winning Bidder/contractor A. Render Architectural And Allied Engineering Design Services Including Final Schematic Design Necessary For The Implementation Of The Project. The Allied Engineering Design Services Shall Include, But Shall Not Be Limited To, Design For Architectural, Civil, Structural, Electrical, Mechanical, Plumbing, And Electromechanical (for Stp). All Drawings Shall Be Generated Using Modern Modeling/drafting Software And Printed On High Quality 20” X 30” Blue Print Paper. B. Undertake Detailed Architectural And Engineering Designs (daeds) Using The Given Data Such As Topographic, Hydrographic And Cross–section Surveys, Geotechnical And Geological Investigation, And Hydrologic Investigation And Initial Schematic Design Or Design Concept Provided By The Bucor Pdu Which Conforms With The Minimum Performance Specifications And Standards (mpss); C. If Applicable, Secure Environmental Clearance Or An “environmental Compliance Certificate (ecc)”. If The Proposed Project Is Considered Outside The Purview Of The Philippine Environmental Impact Statement (eis) System, A Certificate Of Non- Coverage Or Certificate Of Exemption Shall Be Secured. D. The Project Shall Be Constructed According To The Daeds Prepared By The Winning Bidder And Approved By The Bucor And In Compliance With The Mpss As Well As Provided In Rule Vii, Section 7 Of The Irr Of Ra 10575. Likewise, Construction Includes Conformance To The Provisions Pertaining To Buildings Under The Latest Edition Of The Dpwh Standard Specifications For Public Works Structures, Volumes Ii And Iii (blue Book). The Blue Book Prescribes, Among Other Things, The Material Requirements And Construction Requirements For Different Items Of Work, Including The Tests To Be Conducted During Construction By The Dpwh-accredited Testing Laboratory. The Blue Book Incorporates Pertinent Provisions Of The American Society For Testing And Materials (astm) And American Concrete Institute (aci), Among Other Standards, Pertaining To Construction. Attention Shall Be Given To The Relevant Items Of Work In The Following Parts Of The Blue Book: Volume Ii ➢ Part A – Facilities For The Engineer ➢ Part B – Other General Requirements Volume Iii ➢ Part A – Earthwork ➢ Part B – Plain And Reinforced Concrete Works ➢ Part C – Finishing ➢ Part D – Electrical ➢ Part E – Mechanical ➢ Part I – Water Supply ➢ Part J – Flood Control And Drainage ➢ Part I-c – Drainage Works For Materials And Technologies Not Covered By The Blue Book, Or If The Proponent Intends To Use Any New Material/technology Which Is Not Accredited By The Dpwh Bureau Of Research And Standards (brs), The Proponent Shall Submit A Certification From A Recognized Foreign Or International Institution To The Effect That The New Materials Or Technology Meets The Mpss For This Project And Has Been Successfully Used In Existing Structures With Proven Integrity. The Winning Bidder Or Contractor Shall Be Held Liable For Design And Structural Defects And/or Failure Of The Completed Project Within The Warranty Period Specified In Section 62.2 Of The Irr Of Ra 9184; And, F. The Winning Bidder Or Contractor Shall Be Solely Responsible For The Design And Shall Be Held Responsible For Any Default Resulted From Improper Design. Further, Extended Liability Of The Contractor Since It Stipulated That The Works, When Completed, Shall Be Fit For The Purpose For Which It Was Intended As Defined In The Contract. 2.2 Obligations Of The Bucor A. Provide Full Information On All Requirements For The Project; B. Approve The Winning Bidder Or Contractor’s Design Without Diminishing Their Full And Sole Responsibility For The Quality And Integrity Thereof; C. Give Prompt Written Notice Thereof To Winning Bidder Or Contractor, If It Observes Or Becomes Aware Of Any Defect In The Project; D. Designate When Necessary, Representatives Authorized To Act On Its Behalf. It Shall Examine Documents Submitted By The Winning Bidder Or Contractor And Render Decisions Pertaining Thereto Promptly, To Avoid Unreasonable Delay In The Progress Of Their Work. It Shall Observe The Procedure Of Issuing Orders To The Winning Bidder Or Contractor; E. Supervise And Monitor The Implementation Of The Project; I. Construction Monitoring And Testing Forms: • The Use Of Construction Monitoring And Testing Forms That Will Be Provide By The Bucor - Nhq Pdu Is Mandatory Throughout The Duration Of Construction. • Oversight Of These Forms Will Be Conducted By The General Services Section (gss) Of The Ippf On Behalf Of The Bucor Gsd • Ippf-gss To Impose To Contractor Testing Of All Items After Installation And/or Application. Gss To Send Pdu Copy Of The Test Report/s. • Ippf-gss To Monitor Material Delivery Of Contractor To Ensure All Materials Installed And/or Applied Are In Accordance With The Specifications Stated On Plans And Contract Of This Project. • In Case There Would Be Substitute Or Alternative To The Original Specification Of Material/s, Ippf-gss To Inform Pdu Of Such Variation. Ii. Bucor Engineer Visits: • Nhq Engineers And Architects (personnel Of Pdu) Will Conduct Site Visits On A Quarterly Basis Or Whenever Deemed Necessary To Ensure Compliance With Standards And Regulations. • Pdu Personnel To Witness The Final Testing And Commissioning Of The Systems, Equipment And Utilities Prior To Acceptance Of The Project Or Part Of The Project Thereof. Iii. Progress Billing Payment: • Ippf Gss Engineers Will Provide Monthly Updates, Or As Deemed Necessary, On The Statement Of Work Accomplishment Based On The Actual Progress Of The Project, Including Reports Update. F. Pay The Accomplishment Accepted In The Conformance With The Mpss Included Under The Design And Build Contract. I. This Reports And Swa Updates Of The Ippf Gss Will Be Reviewed And Approved By Gsd - Nhq Prior To Any Progress Billing Payments Being Made. 2.3 Bidding Documents The Bidding Documents For The Project Shall Govern The Conduct Of The Procurement Of The Project. 3. Scope Of Works 3.1 Planning And Design Phase 3.1.1 Preliminary Architectural Plan (pap) By Bidder The Approved Concept Design Shall Adopt The Provisions Indicated In Rule Vii, Section 7 Of The Irr Of Ra 10575. Bidders Shall Submit Also An Alternative Design Concept With Respect To The Actual Site Condition. This Alternative Design By The Winning Bidder Shall Be Adopted Should The Same Be Found To Be Superior Than The One Conceptualized By The Bucor Pdu. 3.1.2 Detailed Architectural And Engineering Design (daed) By The Winning Bidder During The Implementation Of The Project, The Winning Bidder Shall Prepare The Daed Of The Project And Submit The Same To The Bucor For Approval Prior To The Execution Of The Construction Works. The Winning Bidder Shall Prepare The Daed Based On Its Pap As Reviewed And Accepted By The Bucor Pdu And In Accordance With The Minimum Performance Standards And Specifications (mpss). The Daed Shall Be Undertaken With A Degree Of Accuracy That Will Allow Estimates To Be Made Within Approximately Plus Or Minus Five Percent (+/-5%) Of The Final Quantities. Once Approved By The Bucor, The Winning Bidder’s Daed Shall Form Part Of The Mpss. The Bucor-approved Daed, Together With The Mpss Provisions On Construction Under Section 2.0 Hereof, Shall Govern The Actual Construction Undertaken By The Winning Bidder. The Winning Bidder Shall Undertake The Necessary Field Surveys And Investigation In Accordance With The Dpwh Design Guidelines. In Carrying Out These Works, The Winning Bidder Shall Ensure That The Engineering, Environmental, Particularly During Field Investigations And The Development Of The Preliminary And Final Detailed Engineering Designs. The Winning Bidder Shall Ensure That All Designs Submitted For Approval Have Fully Taken Into Account Key Findings From The Engineering, Environmental, And That Negative Environmental Impacts Have Been Minimized Or Eliminated To The Fullest Extent Possible. 3.1.3 Architectural And Engineering Design Submittals I. Architectural Design A. The Building Should Be Designed With Structural, Electrical, Natural Or Combine Ventilation And Natural Lighting Following Building Design Standards. B. The Prospective Bidder Shall Prepare The Preliminary Architectural Plans In Accordance With The Requirements Of The National Building Code Of The Philippines, Accessibility Law (bp 344) Including All Other Applicable Laws And Local Ordinances. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Site Development Plan 2. Vicinity Map 3. Perspective 4. Floor Plans 5. Elevations A. Front Elevation B. Rear Elevation C. Right Elevation D. Left Elevation 6. Sections A. Longitudinal Section B. Cross Section 7. Doors & Window Schedule 8. Plans And Details Of Stairs And Ramps 9. Schedule Of Finishes For Floors, Walls And Ceiling 10. Miscellaneous Details Ii. Structural Design A. The Proponent Shall Prepare The Necessary Structural Analysis/calculation And Design Of The Structural Members Of The Building Component In Accordance With The National Building Code Of The Philippines With Its Referral Codes Such As The Latest National Structural Code Of The Philippines. The Design For The Structure Shall Take Into Account, Among Other Things, The Seismic Requirements Of The Area To Determine The Optimum Safety Of The Whole Structure And To Minimize Possible Earthquake Damage. B. On The Basis Of The Data Obtained From The Detailed Site Investigations, Topographical/soil And Survey, Geotechnical Engineering, Foundation Investigation, Material Testing, Survey Of Existing Site Conditions, The Seismic Requirements Of The Area, The Load Requirements Of The Building And Other Investigation Required To Obtain The Data Necessary To Ensure The Safety Of The Structure, The Proposal Shall Prepare The Preliminary Structural Design Plans Of The Structure. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Structural Design Criteria And Design Notes 2. Foundation Plan 3. Floor Framing Plans 4. Schedule Of Slab, Beams And Girders 5. Schedule Of Columns 6. Schedule Of Footings 7. Structural Details Of Stairs/ramp, If Applicable 8. Roof Framing Plan, If Applicable 9. Schedule And Details Of Trusses, If Applicable 10. Road Design And Details (if Applicable) 11. Miscellaneous Details Iii. Sanitary/plumbing Design A. General • The Detailed Design Shall Conform To The General Standards Adopted By The Sanitary & Plumbing Code Of The Philippines And Other Pertinent Laws And Ordinances. • All Design Considerations/assumptions Shall Be Based On The Results Of The Technical Studies, Detailed Analyses, And Design Computations. • The Technical Drawings And Specifications Shall Clearly Indicate All The Details Required To Ascertain The Care And Thoroughness Devoted In The Preparation Of The Drawings. B. Drainage And Sewerage • The Drainage Layout Shall Show All The Required Information Such As Direction Of Flow, Manhole-to-manhole Distances, And Sizes Of Lines, Manholes/canals, Location Of Outfalls, Etc. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. General Notes 2. Legend & Symbols 3. Sewer, Vent And Storm Drainage Layout 4. Enlarged Toilet Plan For Common And Pwd Toilets 5. Isometric Diagram 6. Miscellaneous Details 7. Drainage And Sewerage System 8. Three Chamber Septic Tank Plans And Details C. Water Supply System • The Proponent Shall Carry Out A Preliminary Detailed Design For The Water Supply Of The Project. The Design Should Be On The Basis Of The Source And Volume Of Water Supply, Water Consumption, Piping Network, And Conveyance In Accordance With The Applicable Laws, Rules And Regulations Governing Health, Safety And Sanitation. • The Contractor Shall Install Elevated Water Storage/s Per Unit Located At The Roof Deck Of The Prison Dormitories. (sufficient Capacity To Supply The Pdl) Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. General Notes 2. Legend & Symbols 3. Water Line Layout 4. Water Line Isometric Diagram 5. Water Reservoir Plans And Details 6. Miscellaneous Details Iv. Electromechanical Design A. Fire Protection System • The Prospective Bidder Shall Prepare A Design For The Fire Protection System In Accordance To The Fire Code Of The Philippines, (irr) Of Ra 9514, And Other Relevant Laws And Ordinances. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Sprinkler System 2. Sprinkler System Isometric Diagram 3. Fire Fighting Piping System Diagram 4. Fire Alarm System Layout 5. Fire Suppression System Layout 6. Smoke Management System Layout 7. Fire Pump And Water Supply 8. Miscellaneous Details V. Electrical Design A. The Prospective Bidder Shall Prepare A Preliminary Design Plan For The Electrical And Power Supply System Of The Building In Accordance With The Electrical Code Of The Philippines, Fire Code Of The Philippines, National Building Code Of The Philippines And Other Relevant Laws And Ordinances. B. The Prospective Bidder Shall Prepare A Design For The Electrical And Power Supply System Considering Ease Of Maintenance And Prevention Of Illegal Connections Including Electrical Supply For Ceiling Fans. C. The Prospective Bidder Shall Prepare A Design For Three-phase Power Line Supply (designed To Supply The Entire Compound Including The Future Developments). Connected From Electric Local Utility To Security Compound (project Site) D. The Prospective Bidder Shall Prepare A Design For Backup Power Supply System With Capacity Not Less Than The Total Computed Mva Load, Without Demand Factor. (designed To Supply The Entire Compound Including The Future Developments). Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Power Riser Diagram 2. Power Layout System 3. Lighting Layout System 4. Local Area Network System, If Applicable 5. Grounding System 6. Load Schedules 7. Others As Applicable Vi. Other Requirements  Technical Specifications  Boring Test  Structural Design And Analysis And Computation  Final Design And Construction Plans  Upon Award Of Contract, The Contractor Shall Comply The Following: O Prepare Final Draft Of Architectural And Engineering Design Plans Incorporating All Design Refinements And Revisions Based On Project Requirement Or As May Be Required By The Bucor Pdu Within The Scope Of Design. O Submit To The Bucor Design And Build Committee (bucor-dbc) The Final Architectural And Engineering Design Plans And Specifications Duly Signed And Sealed By The Concerned Professional Architect, Engineers, Incorporating All The Necessary Revisions And Refinements For Approval By The Head Of Procuring Entity. 3.2 Construction Phase The Following Works Shall Comprise This Phase: I. Permits And Clearances, The Contractor Shall Upon Authorization Of The Head Of The Procuring Entity (hope), Make Representations With The Government Agencies Concerned To Expedite The Processing Of The Necessary Permits And Certificates Such As The Following: A. Zoning Certification And Locational Clearance B. Building /electrical/sanitary Permits C. Certificate Of Occupancy D. Environmental Clearance Certificate E. All Other Permits/clearances As May Be Required For The Construction. Ii. Mobilization, The Contractor Shall Mobilize All The Required Project Team Personnel, Equipment, Tools, And Manpower With The Required Skills And In Sufficient Number As May Be Necessary For His Efficient Undertaking Of The Project. Iii. Clearing, Grubbing And Hauling/disposal Of Debris Iv. Construction Stage As A Rule, Contract Implementation Guidelines For Procurement Of Infrastructure Projects Shall Comply With Annex “e” Of The Revised Irr Of Ra 9184. The Following Provisions Shall Supplement These Procedures: I. No Works Shall Commence Unless The Contractor Has Submitted The Prescribed Documentary Requirements And Implementing Unit Has Given Written Approval. Work Execution Shall Be In Accordance With Reviewed And Approved Documents. Ii. The Contractor Shall Be Responsible For Obtaining All Necessary Information As To Risks, Contingencies And Other Circumstances Which May Affect The Works And Shall Prepare And Submit All Necessary Documents Specified By The Implementing Unit To Meet All Regulatory Approvals As Specified In The Contract Documents. Iii. The Contractor Shall Submit A Detailed Program Of Works Within Fourteen (14) Calendar Days After The Issuance Of The Notice To Proceed (ntp) For Approval By The Head Of The Procuring Entity (hope) That Shall Include, Among Others: A. The Order In Which It Tends To Carry Out The Work Including Anticipated Timing For Each Stage Or Design/detailed Engineering And Construction; B. Periods For Review Of Specific Outputs And Any Other Submissions And Approvals; C. Sequence Of Timing For Inspection And Tests; D. General Description Of The Design And Construction Methods To Be Adopted; E. Number Of Personnel To Be Assigned For Each Stage Of The Work; F. List Of Equipment Required On Site For Each Stage Of The Work; And G. Description Of The Quality Control System To Be Utilized For The Project. Iv. Any Errors, Omissions, Inconsistencies, Inadequate Or Failure Submitted By The Contractor That Do Not Comply With The Requirements Shall Be Rectified, Resubmitted And Reviewed At The Contractor’s Cost. If The Contractor Wishes To Modify Any Design Or Document Which Has Been Previously Submitted, Reviewed And Approved, The Contractor Shall Notify The Implementing Unit Within A Reasonable Period Of Time And Shall Shoulder The Cost Of Such Changes. V. As A Rule, Changes In Design And Construction Requirements Shall Be Limited Only To Those That Have Not Been Anticipated In The Contract Signing And Approval. The Following Guidelines Shall Govern Approval For Change Or Variation Order: A. Change Orders Resulting From Design Errors, Omissions Or Non-conformance With The Performance Specifications And Parameters And The Contract Documents By The Contractor Shall Be Implemented By The Contractor At No Additional Cost To The Bucor. B. Provided That The Contractor Suffers Delay And/or Incurs Costs Due To Changes Or Errors In The Preparation Of Performance Specification And Parameters, The Contractor Shall Be Entitled To Either One Of The Following:  An Extension Of Time For Any Such Delays Under Section 10 Of Annex “e” Of Irr-a (ra9184; Or  Payments For Such Cost As Specified In The Contract Documents, Provided That The Cumulative Amount Of The Variation Order Does Not Exceed Ten Percent (10%) Of The Original Project Cost. C. The Contract Documents Shall Include The Manner And Schedule Of Payment Specifying The Estimated Contract Amount And Installments In Which The Contract Will Be Paid. D. The Contractor Shall Be Entitled To Advance Payment Subject To The Provisions Of Section 4 Of Annex “e” Of The Revised Irr Of Ra 9184. E. The Implementing Unit Shall Monitor The Quality Control Procedures For The Design And Construction In Accordance With The Government Guidelines And Shall Issue The Proper Certificates Of Acceptance For Sections Of The Works Or Whole Of The Works As Provided For In The Contract Documents. F. The Contractor Shall Provide All Necessary Equipment, Personnel, Instruments, Documents And Others To Carry Out Specified Tests. G. This Design And Build Project Shall Have Minimum Defects Liability Period Of One (1) Year Contract Completion Or As Provided In The Contract Documents. This Is Without Prejudice To The Liabilities Imposed Upon The Engineer/architect Who Drew Up The Plans And Specification For A Building Sanctioned Under Section 1723 Of The New Civil Code Of The Philippines. H. The Contractor Shall Be Held Liable For Design And Structural Defects And/or Failure Of The Completed Project Within The Warranty Period Of 15 Years For Permanent Structures/buildings And 5 Years For Roads As Specified In Section 62.2.2 Of The Revised Irr Of Ra 9184 V. As-built Plans. The Contractor Shall Cause The Preparation And Submission Of As-built Plans Duly Signed And Sealed By All Concerned Parties Involved In The Construction In The Same Sheet Size And Scale As The Original Drawings In One (1) Blue Print Copy And One (1) Reproducible Copy. Vi. General Requirements: 1. Temporary Facilities Such As Field Offices For The Bucor Inspectorate Team, Project Engineers And Quarters For Laborers; Temporary Warehouse For The Construction Material. 2. Office Furniture And Equipment, Survey Equipment And Consumables 3. Photographs: This Item Consists Of The Supply Of Equipment And Materials, I.e., Album, Necessary To Undertake Photographic Progress Activities Of The Project And Of All Cost Incidental To The Preparation And Submission Of Photographs (at Least 12 Photographs Per Day). The Quantities For Photographs Shall Be One (1) Set Of Photographs Per Month. 4. Health And Safety Program Including Personal Protective Equipment (ppe) A. All Standard Safety Measures And Precautions Shall Be Exercised By The Contractor In The Course Of The Project For The Protection Of The Public And Its Workers And In Conformity With Dole Department Order No. 13, Series Of 1998. B. All Workers Shall Be Equipped With Proper Working Uniform And Identification At All Times. They Must Be Registered With The Governing Bucor Security Office And Must Comply With The Bucor’s Rules And Regulations. C. The Contractor Shall Secure His/her Own Equipment And Materials On Site. The Bucor Shall Not Be Liable To Any Losses Incurred During The Progress Of The Work. 5. Environmental Compliance 6. Communication Equipment: This Item Consists Of The Provision Of Communication Equipment. 7. Billboard 8. Traffic Management (if Applicable). Vii. Building Construction 1 Unit One (1) Storey Type ‘b’ Pdl Dormitory Building With 500 Pdl Capacity. 4.7sqm Per Pdl (shower, Water Closet And Wash Basin Included). Maximum Of 10psdl Per Cell. Including: Fire Protection And Fire Detection Alarm Systems, And Fire Suppression Equipment For Dormitory In Accordance To Governing Laws And Regulations Requirements. (fire House, Jockey Pumps And Firepumps) With Stainless Steel Elevated Water Tank On Roof Deck; To Supply Sufficient Pressure In Every Plumbing Fixtures. Minimum Number Of Fixtures Per Cell: 2 Unit’s Flush Valve Water Closet, 2 Unit Flush Valve Urinal, 1 Unit Lavatory, 3 Units Wall Faucet, And 3 Units Shower Head. Provide Enhanced Natural Ventilation As Necessary. 1 Lot Partition Security Fence Between Existing Dormitory Building And New Dormitory 1 Unit One (1) Storey Infirmary Building (600 Sqm) 1 Unit One (1) Storey Visitation Area 1,040sqm, (office, Control/frisking Area, Toilets). 1 Unit Main Security Gate And 60 Sqm Security Office 1 Unit Secondary Security Gate 1 Lot Site Development. Includes Not Limited To The Following: Stormwater Management: Implementing Systems To Manage Stormwater Runoff, Which Include Underground Drainage Systems. (planning, Designing, And Installing Pipes, Channels, Culverts, Ditches, And Other Structures That Collect, Convey, And Discharge Storm Water Runoff). Drainage Outfall To Connect To Existing Nearest Drainage Line. Shall Conform To Existing Rules And Regulations Of The Lgu. Grading And Earthwork: Leveling The Ground And Shaping It To The Required Specifications For The Construction Project. This May Involve Excavation, Filling, And Compacting Soil. 250 Units Double Deck Bunk Beds (design And Specification Of Bunk Beds For Review Of Planning And Design Unit – Gsd). 1 Lot Water Supply System. Includes The Ff: Water Source, Storages, Distribution And Plumbing System. Sufficient Water Pressure To Supply Outpost Plumbing Fixtures 1 Lot Three-phase Power Line Supply (designed To Supply The Entire Compound Including The Future Developments). Connected From Electric Local Utility To Security Compound (project Site) 1 Lot Backup Power Supply System With Capacity Not Less Than The Total Computed Mva Load, Without Demand Factor. (designed To Supply The Entire Compound Including The Future Developments). 1 Lot Cctv System For Dormitory (centralized). Recording Of Video Data Will Be Continuous 24/7/365 For All Cameras Deployed On The Security Video System. Provision Of Housing For Protection Of Outside Cctvs. With Ir Leds For True Day And Night Surveillance. With At Least 2mp Sensor. With Wide Field Of Vision. With Movement Sensor. A. Material Specifications: A. Floor Finishes • Polished Cement Finish Prison Cell, Hallways, Staircases, And Rooms • Plain Cement Finish - Pathways. • Ramps - Anti Slip Pavers Or Tiles • Crs – Unglazed Ceramic Tiles B. Wall Finishes A. Glazed Wall Tiles - 1.8m Height. B. Plain Cement Plaster Finish - For All Buildings And Facilities C. Ceiling Finishes C. Concrete Steel Decking, If Applicable. – Coated In White Enamel D. Painting D. Semi-gloss Solvent Paint Top Coat (high-end Quality) For Interior And Exterior Walls In Two To Three Coats Application. Apply Concrete Neutralizer For Newly Finished Concrete Surfaces. Use Solvent Primer. E. Varnish Paint Finish With Weather Proof Coating – For Doors And Jambs Branded, High-end Quality (offices, Etc.), All Wooden Doors Must Have Secondary Steel Doors. F. Use Epoxy Paint Primer. Epoxy Paint Finish – For Structural Steel And All Metal Works E. Doors And Windows G. No Doors For Prison Facility Comfort Rooms With 1.20 Meter Finish Wall Height (see Rule Vii, Section 7 R-irr Of Ra 10575). H. Steel Doors And Grills – For Dormitories, Gates And Other Security Areas. Sliding Doors For All Cells (see Rule Vii, Section 7 R-irr Of Ra 10575) F. Waterproofing I. Uv Resistant Polyurethane Waterproofing – For All Roof Deck With Topping Works Provided With Welded Wire Mesh. J. Cistern - Polyurethane Waterproofing G. Plumbing Works K. Upvc Pipe Series 1000 – For All Soil, Sewer, Waste, Dry And Wet Vent Piping High-end Quality L. Pprc Fusion Type – For All Water Lines High-end Quality M. Sprinkler System To All Prison Dormitories In Accordance With The Provisions Of Revised Plumbing Code Of The Philippines. 4. Approved Budget For The Contract (abc) The Approved Budget For The Contract (abc) Is Php 280,000,000.00. This Is The Ceiling For Acceptable Bids. Bids Higher Than Abc Shall Be Automatically Rejected. 5. Proposed Implementation Schedule (example): No. Of Months 1 2 4 5 6 7 8 9 10 11 12 Design Phase Construction Phase 6. Eligibility Criteria For Bidders 6.1 General The Eligibility Requirements For This Design And Build Project Shall Adopt The Provisions Of Annex “g” Of The Implementing Rules And Regulations Of Ra 9184 (e.g. Eligibility Requirement). However, If A Bidder Who Has No Experience In Db Project On Its Own May Opt To Enter A Subcontracting Agreement, Partnership, Or Joint Venture With A Design Or Engineering Firm For The Design Portion Of The Project. 6.2 Legal Requirements A. Valid Contractor’s License Issued By The Philippine Contractor’s Accreditation Board B. Valid License Of The Contractor’s Designer Issued By The Professional Regulation Commission. 6.3 Technical Requirements A. The Contractor’s Designer Must Have Designed One Structure Similar To The Project At Hand With A Construction Cost Of At Least 50 % Of The Abc. 6.4 Financial Requirements The Contractor Must Have A Net Financial Contracting Capacity (nfcc) At Least Equal To The Abc To Be Bid Or Equivalent To Php280,000,000.00. 7. Contents Of The Bid 7.1 In The First Envelope Class “a” Documents Legal Documents I. Philgeps Certificate Of Registration And Membership In Accordance With Section 8.5.2 Of This Irr. For Procurement To Be Performed Overseas, It Shall Be Subject To The Guidelines To Be Issued By The Gppb. (a) Ii. Pcab License And Registration, In Case Of Jv; 57 Iii. Statement Of All Ongoing Government And Private Contracts; Iv. Statement Of Slcc; V. Nfcc Computation; Vi. Jva, If Applicable; Vii. Bid Security In The Prescribed Form, Amount And Validity Period; Viii. Project Requirements, Which Shall Include The Following: 1. Organizational Chart For The Contract To Be Bid; 2. List Of Contractor’s Personnel (design And Construction), To Be Assigned To The Contract To Be Bid, With Their Complete Qualification And Experience Data; 3. List Of Contractor’s Equipment Units Which Are Owned, Leased And/or Under Purchase Agreements, Supported By Certification Of Availability Of Equipment From Lessor/vendor For The Duration Of The Project. Ix. Omnibus Sworn Statement By The Prospective Bidder Or Its Authorized Representative In The Prescribed Format; X. Submission Of Preliminary Conceptual Design Plans: Class “b” Documents I. For Infrastructure Projects, Jv Bidders Shall Submit A Jva In Accordance With R.a. 4566 And It’s Irr. Ii. Each Partner Of The Joint Venture Shall Submit Their Philgeps Certificates Of Registration In Accordance With Section 8.5.2 Of This Irr. The Submission Of Technical And Financial Eligibility Documents By Any Of The Joint Venture Partners Constitutes Compliance: Provided, That The Partner Responsible To Submit The Nfcc Shall Likewise Submit The Statement Of All Of Its Ongoing Contracts And Audited Financial Statements. 1. Preliminary Conceptual Architectural Design Plans In Accordance With The Degree Of Details Specified By The Procuring Entity: (at Suitable Scale On High Quality A3 Blue Print Paper /digital Print Minimum Size) A. Location Plan/vicinity Map B. Perspective C. Floor Plans D. Front View Elevation E. Rear View Elevation F. Left Side View Elevation G. Right Side View Elevation H. Longitudinal Section I. Transverse Section 2. Design And Construction Method 3. List Of Contractor’s Personnel To Be Assigned To The Contract To Be Bid With Their Complete Qualification And Experience Data And Photocopy Of Their Valid Licenses Issued By The Professional Regulatory Commission (prc), Curriculum Vitae Of Key Staff, Partners Or Principal Officers With A Minimum Work Experience Requirements Set In The Bds; For Design The Key Professionals And The Respective Qualifications Of The Design Personnel Shall Be As Follows: • Principal Architect The Principal Architect Must Be Duly-licensed With At Least Ten (10) Years’ Experience In The Design Of Residential, Government Offices Or Institutional Facilities, And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Structural Engineer The Structural Engineer Must Be A Duly-licensed Civil Engineer With At Least Ten (10) Years’ Experience In Structural Design And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Professional Electrical Engineer The Electrical Engineer Must Be A Registered Professional Electrical Engineer With At Least Five (5) Years’ Experience In The Design Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems And Preferably Knowledgeable In Developments In Emergent Efficient Lighting Technologies And Energy Management. • Professional Mechanical Engineer The Mechanical Engineer Must Be A Professional Mechanical Engineer With At Least Five (5) Years In Hvac And Fire Protection Systems And Preferably Knowledgeable In Emergent, Alternative Energy- Efficient Hvac Technologies. • Electronics And Communications Engineer The Electronics And Communications Engineer Must Be Duly-licensed With At Least Ten (5) Years’ Experience In The Design Of Communications Systems, And Preferably Knowledgeable In The Application Of Building Automation And Surveillance Systems. • Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In The Design Of Building Water Supply And Distribution, Plumbing, And Preferably Knowledgeable In Waste Water Management/treatment, And Emergent, Alternative Effluent Collection And Treatment System. The Design & Build Contractor May, As Needed And At Its Own Expense, Add Additional Professionals And/or Support Personnel For The Optimal Performance Of All Architectural And Engineering Design Services, As Stipulated In These Terms Of Reference, For The Project. Prospective Bidders Shall Attach Each Individual’s Resume And Prc License Of The (professional) Staff. Design Personnel May Also Be Utilized For The Construction Phase Provided That The Same Meet The Minimum Number Of Years Of Experience In The Construction Of Similar Projects. For Construction Personnel The Key Professionals And The Respective Qualifications Of The Construction Personnel Shall Be As Follows: • Project Manager The Project Manager Shall Be A Licensed Architect Or Engineer With At Least Eight (8) Years Relevant Experience On Similar And Comparable Projects In Different Locations. The Project Manager Should Have A Proven Record Or Managerial Capability Through The Directing/managing Of Major Civil Engineering Works, Including Projects Of A Similar Magnitude. • Project Architect/engineer The Project Architect/engineer Shall Be A Licensed Architect Or Engineer With At Least Five (5) Years’ Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Materials Engineer (m.e. I) The Materials Engineer Must Be Duly Accredited With The Dpwh And With At Least Five (5) Years’ Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Electrical Engineer The Electrical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In Similar And Comparable Projects In The Installation Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems. • Mechanical Engineer The Mechanical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In Similar And Comparable Projects In The Installation Of Hvac And Fire Protection. • Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In Similar And Comparable Projects In The Installation Of Building Water Supply And Distribution, Plumbing. • Foreman The Foreman Must Have At Least Five (5) Years’ Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Safety Officer The Safety Officer Must Be An Accredited Safety Practitioner By The Department Of Labor And Employment (dole) And Must Have Undergone The Prescribed Forty (40) Hour Construction Safety And Health Training (cosh) And Must Have At Least Two (2) Years’ Experience. 4. Value Engineering Analysis Of Design And Construction. The Second Envelope (financial Proposal) Shall Contain All The Required Documents For Infrastructure Projects Under Section 25.38 Of The Irr Of R.a 9184. 7.2 In The Second Envelope – Financial Proposal The Contents Of Financial Proposal – In The Second Envelope Shall Be Governed By Section 6.1 Design And Build Scheme Of The Dpwh Procurement Manual Volume Ii - Infrastructure Main Guidelines (2016). A. Lump Sum Bid Prices, Which Shall Include The Detailed Engineering Cost, In The Prescribed Bid Form Inclusive Of Vat B. Detailed Estimates Including A Summary Sheet Indicating The Unit Prices Of Construction Materials, Labor Rates And Equipment Rentals Used In Coming Up With The Bid For The Following: I Detailed Architectural And Engineering Design; Ii Demolition Works; And Iii Building Construction/civil Works. C. Bill Of Quantities D. Cash Flow And Payments Schedule. 8. Procedure And Criteria For Bids Evaluation For The Detailed Evaluation Of The Design And Build Proposals A Two-step Procedure Shall Be Adopted By The Bac, Which May Be Undertaken With The Assistance Of The Dbc. First-step Procedure: With The Assistance Of The Bucor Design And Build Committee (bucor-dbc), The Bac Shall Conduct The Opening, Preliminary Examination And Detailed Evaluation Of The Design And Build Proposals, As Follows: (1) The First Step Of The Evaluation Shall Involve The Review Of The Preliminary Conceptual Designs And Track Record Submitted By The Contract As Indicated In The Bidding Documents Using A Nondiscretionary “pass/fail” Criteria That Involve Compliance With The Following Requirements: A. Performance Specifications And Parameters And Degree Of Details; B. Adherence Of Preliminary Design Plans To The Required Concept Of Approach And Methodology For Detailed Engineering, Design And Construction With Emphasis On The Clarity, Feasibility, Innovativeness And Comprehensiveness Of The Plan Approach, And The Quality Of Interpretation Of Project Problems, Risks, And Suggested Solutions; And C. Quality Of Personnel To Be Assigned To The Project Which Covers Suitability Of Key Staff To Perform The Duties Of The Particular Assignments And General Qualifications And Competence Including Education And Training Of The Key Staff. 8.1 Merit Point Critera For The Bid Evaluation 8.1.1 Adherence To Performance Specifications (35 Points) A. Compliance And Adherence To Specifications: Excellent Compliance (100 Points): The Submission Fully Adheres To All Specified Project Requirements And Regulations, Demonstrating Meticulous Attention To Detail And Comprehensive Understanding Of The Tor. All Drawings And Documentation Are Accurate, Complete, And In Compliance With Relevant Standards. Good Compliance (80 Points): The Submission Largely Complies With Project Specifications And Regulations, With Minor Discrepancies. Drawings And Documentation Are Mostly Accurate And Complete, Meeting The Majority Of Requirements. Acceptable Compliance (70 Points): The Submission Satisfies Most Of The Specified Requirements And Regulations, Albeit With Some Notable Omissions Or Inconsistencies. Drawings And Documentation Are Generally Accurate And Complete, Meeting The Basic Expectations. Some Reservations (50 Points): The Submission Partially Meets The Specified Requirements And Regulations, With Several Notable Deficiencies Or Inconsistencies. There Are Significant Gaps Or Inaccuracies In The Drawings And Documentation, Raising Concerns About Compliance. Serious Reservations (20%) The Submission Falls Significantly Short Of Meeting The Specified Requirements And Regulations, With Major Deficiencies Or Inconsistencies. Drawings And Documentation Lack Essential Details Or Fail To Comply With Key Standards, Casting Doubt On The Bidder's Understanding Of The Project Scope. Unacceptable (0%) The Submission Fails To Comply With The Specified Requirements And Regulations, Lacking Essential Details And Demonstrating A Fundamental Misunderstanding Of The Project Scope. Drawings And Documentation Are Incomplete Or Inaccurate, Indicating A Lack Of Capability To Deliver The Project On Time. B. Functionality And Efficiency: Excellent (100%): The Design Optimally Utilizes Space, Facilitating Efficient Accommodation Of 500 Psdl. Layout And Design Enhance Operational Flow, Demonstrating Exceptional Foresight And Planning. Integration Of Facilities Promotes Smooth Prison Management. Good (80%): The Design Effectively Utilizes Space, With Minor Areas For Improvement In Operational Flow. Layout And Design Contribute To Efficient Prison Management, Meeting Most Functional Requirements. Acceptable (70%): The Design Adequately Utilizes Space, Meeting Basic Requirements For Accommodating 500 Psdl. Layout And Design Support Operational Flow, Though Some Improvements Are Needed For Optimal Functionality. Some Reservations (50%): The Design Partially Optimizes Space Utilization, With Notable Deficiencies In Operational Flow. Layout And Design Hinder Efficient Prison Management, Requiring Significant Adjustments For Improvement. Serious Reservations (20%): The Design Inadequately Utilizes Space, Hindering Accommodation Of 500 Psdl. Layout And Design Severely Impede Operational Flow, Indicating A Lack Of Understanding Of Functional Requirements. Unacceptable (0%): The Design Fails To Optimize Space Utilization, Lacking Consideration For Accommodating 500 Psdl. Layout And Design Pose Significant Obstacles To Efficient Prison Management, Indicating A Fundamental Misunderstanding Of Functional Requirements. C. Sustainability And Environmental Considerations: Excellent (100%): The Design Includes Robust Safety Measures And Emergency Protocols, Ensuring The Safety And Well-being Of Psdl And Staff In Accordance With Ra 10575. Good (80%): The Design Integrates Sustainable Design Principles Effectively, With Minor Opportunities For Improvement In Energy Efficiency And Material Selection. Sewage Treatment And Water Conservation Measures Are Adequate, Supporting Environmental Sustainability. Acceptable (70%) The Design Includes Basic Sustainable Design Principles, Meeting Minimum Requirements For Energy Efficiency And Material Selection. Sewage Treatment And Water Conservation Measures Are Functional, Contributing To Environmental Sustainability. Some Reservations (50%): The Design Partially Incorporates Sustainable Design Principles, With Notable Deficiencies In Energy Efficiency And Material Selection. Sewage Treatment And Water Conservation Measures Lack Comprehensiveness, Limiting Environmental Sustainability. Serious Reservations (20%): The Design Lacks Consideration For Sustainable Design Principles, Neglecting Energy Efficiency And Eco-friendly Materials. Sewage Treatment And Water Conservation Measures Are Insufficient, Undermining Environmental Sustainability. Unacceptable (0%): The Design Disregards Sustainable Design Principles, Showing No Commitment To Energy Efficiency Or Eco-friendly Materials. Sewage Treatment And Water Conservation Measures Are Absent Or Inadequate, Disregarding Environmental Sustainability. D. Aesthetics And Architectural Design: Excellent (100%): The Design Exhibits Exceptional Aesthetic Appeal And Architectural Coherence, Showcasing Innovative And Visually Pleasing Elements. Consideration Of Local Architectural Vernacular And Contextual Integration Is Evident, Contributing To The Overall Excellence Of The Design. Good (80%): The Design Demonstrates Good Aesthetic Appeal And Architectural Coherence, With Some Areas For Enhancement In Creativity And Visual Impact. Consideration Of Local Architectural Vernacular And Contextual Integration Is Apparent, Enriching The Design. Acceptable (70%): The Design Achieves Acceptable Aesthetic Appeal And Architectural Coherence, Meeting Basic Expectations For Visual Presentation. Consideration Of Local Architectural Vernacular And Contextual Integration Is Present, Though Limited In Scope. Some Reservations (50%): The Design Lacks Significant Aesthetic Appeal And Architectural Coherence, With Notable Deficiencies In Creativity And Visual Impact. Consideration Of Local Architectural Vernacular And Contextual Integration Is Minimal, Detracting From The Overall Quality Of The Design. Serious Reservations (20%): The Design Exhibits Poor Aesthetic Appeal And Architectural Coherence, Failing To Engage Visually Or Inspire Interest. Consideration Of Local Architectural Vernacular And Contextual Integration Is Lacking, Diminishing The Design's Relevance And Appropriateness. Unacceptable (0%): The Design Lacks Any Aesthetic Appeal Or Architectural Coherence, Showing No Effort To Engage Visually Or Integrate With The Local Architectural Vernacular. Consideration Of Contextual Integration Is Absent, Rendering The Design Unsuitable For The Project. 8.1.2 Approach And Methodology For Detailed Engineering, Design, And Construction (40 Points) Excellent (100%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Is Exceptionally Clear, Feasible, Innovative, And Comprehensive. The Plan Demonstrates A High Level Of Understanding Of Project Problems, Risks, And Suggested Solutions, With Well-defined Strategies For Addressing Them. Good (80%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Is Clear, Feasible, And Comprehensive, With Some Innovative Elements. The Plan Adequately Addresses Project Problems, Risks, And Suggested Solutions, Though Some Areas May Require Further Development. Acceptable (70%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Satisfactorily Addresses Project Requirements, With A Basic Level Of Clarity And Feasibility. The Plan Outlines Strategies For Addressing Project Problems, Risks, And Suggested Solutions, Meeting The Minimum Expectations. Some Reservations (50%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Partially Addresses Project Requirements, With Notable Gaps In Clarity And Feasibility. The Plan Lacks Innovative Elements And May Inadequately Address Project Problems, Risks, And Suggested Solutions. Serious Reservations (20%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Demonstrates Significant Deficiencies In Clarity, Feasibility, And Comprehensiveness. The Plan Fails To Adequately Address Project Problems, Risks, And Suggested Solutions, Indicating A Lack Of Understanding Or Inadequate Planning. Unacceptable (0%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Is Unclear, Infeasible, And Lacks Comprehensiveness. The Plan Fails To Address Project Problems, Risks, And Suggested Solutions, Indicating A Fundamental Misunderstanding Or Disregard For Project Requirements. 8.1.3 Quality Of Personnel Assigned To The Project (25 Points) Excellent (100%): The Personnel Assigned To The Project, Including Key Staff, Are Highly Suitable And Competent To Perform Their Duties. Key Staff Members Possess Exceptional Qualifications, Competence, Education, And Training Relevant To Their Roles, Demonstrating A High Level Of Expertise And Experience. Good (80%): The Personnel Assigned To The Project, Including Key Staff, Are Suitable And Competent To Perform Their Duties Effectively. Key Staff Members Possess Relevant Qualifications, Competence, Education, And Training, Demonstrating Solid Expertise And Experience. Acceptable (70%): The Personnel Assigned To The Project, Including Key Staff, Meet The Basic Requirements For Suitability And Competence In Performing Their Duties. Key Staff Members Possess General Qualifications And Competence, Education, And Training Relevant To Their Roles, Meeting The Minimum Expectations. Some Reservations (50%): The Personnel Assigned To The Project, Including Key Staff, Demonstrate Some Suitability And Competence In Performing Their Duties, But Notable Deficiencies Are Present. Key Staff Members May Lack Certain Qualifications, Competence, Education, Or Training, Raising Concerns About Their Ability To Effectively Fulfill Their Roles. Serious Reservations (20%): The Personnel Assigned To The Project, Including Key Staff, Exhibit Significant Deficiencies In Suitability And Competence To Perform Their Duties. Key Staff Members Lack Essential Qualifications, Competence, Education, Or Training, Indicating A Lack Of Expertise Or Experience Relevant To Their Roles. Unacceptable (0%): The Personnel Assigned To The Project, Including Key Staff, Are Unsuitable And Incompetent To Perform Their Duties Effectively. Key Staff Members Lack The Necessary Qualifications, Competence, Education, And Training, Demonstrating A Fundamental Mismatch With The Requirements Of Their Roles. 8.2 Determination Of The Merit Point Score The Aggregate Of The Scores In Each Criterion Must Be 70% Or More To Pass Using The Following Formula In Equation. Description Weight (w) Rating (r) Criteria 1 35% (smax/sact) Criteria 2 40% Sact Criteria 3 25% Sact Smax = Η (100) Sact = R1 +r2 +r3 + . . .(rη) Where Η = Number Of Sub Criteria R = Rating Given To The Criteria/sub Criteria The Actual Score (sact) For Each Of The Criteria/sub Criteria Is Obtained By Adding All The Given Rating. (smax) Is The Summation Of Maximum Score Per Criteria 8.3 Passing Rate The Specific Passing Rate Value Depends On The Specific Context Of The Project, The Priorities Of The Design And Build Committee, And The Complexity Of The Requirements Outlined In Ra 10575. Based On The Provided Criteria And Descriptions, The Passing Rate For The Merit Point Criteria (mpc) Could Be Set At 75%. This Means That Bidders Must Score At Least 75% Or Higher In The Evaluation Process To Be Considered As Meeting The Minimum Requirements For The Project A. Pass Rate Per Criteria Will Be Determined Using The Formula: Score = W1*r1 + W2*r2 + W3*r3 B. A Bid Or Technical Bid That Failed In Any Of The Criteria’s Will Not Be Considered For Further Evaluation C. Score Above 75% Will Be Considered As Technically Responsive. Aggregate Score Of Less Than 75% Will Be Considered Failed, And May Be Rejected On That Basis. Second-step Procedure: Only Those Bids That Passed The Above Criteria Shall Be Subjected To The Second Step Of Evaluation. The Bac Shall Open The Financial Proposal Of Each “passed” Bidder And Shall Evaluate It Using Non-discretionary Criteria – Including Arithmetical Corrections For Computational Errors – As Stated In The Bidding Documents, And Thus Determine The Correct Total Calculated Prices. The Bac Shall Automatically Disqualify Any Total Calculated Bid Price Which Exceeds The Abc 9. Data To Be Provided By The Bucor These Data Are For Reference Only And Does Not Guarantee The Contractor That The Data Provided Are Correct, Free From Error, And Applicable To The Project At Hand. The Contractor Is Responsible For The Accuracy Or Applicability Of Any Data That He Will Use In His Design– Build Proposal And Services. Sample Data For Buildings: A. Conceptual Plans 10. Documents To Be Provided By The Contractor During Contract Implementation A. Detailed Architectural And Engineering Plans B. Design Analysis C. Survey Data D. Quantity Calculation E. Detailed Geotechnical Investigation Report F. Design Report. G. As-built Plans, (printed Including Cad Files And Bim Files (lod 500) H. Other Relevant Documents 11. Design And Build Period The Winning Bidder Shall Commence Actual Works Upon The Issuance By The Bucor Of The Notice To Proceed (ntp). The Winning Bidder Shall Complete The Daed And Submit Within The Ninety (60) Calendar Days (cds) Period To The Bucor For Review And Approval. The Contractor Shall Complete The Construction Of The Building Within 305 Cds For The Total Contract Duration Of 365 Cd. Conforme: Name Of Company In Print Signature Over Printed Name Of Authorized Representative/date \ Section Vii. Drawings The Conceptual Drawings Should Be Attached To This Section Or Annexed In A Separate Folder As Part Of The First Envelope (technical Component Envelope). Preliminary Conceptual Architectural Design Plans In Accordance With The Degree Of Details Specified By The Procuring Entity: At Suitable Scale On High Quality A3 Blue Print Paper /digital Print Minimum Size) 1. Location Plan/vicinity Map 2. Perspective 3. Floor Plans 4. Front View Elevation 5. Rear View Elevation 6. Left Side View Elevation 7. Right Side View Elevation 8. Longitudinal Section 9. Transverse Section Section Viii. Bill Of Quantities The Bill Of Quantities Should Be Attached To This Section As Part Of The Second Envelope (financial Component Envelope). Section Ix. Checklist Of Technical And Financial Documents Checklist Of Technical And Financial Documents I. Technical Component Envelope Class “a” Documents Legal Documents ⬜ (a) Valid Philgeps Registration Certificate (platinum Membership) (all Pages) In Accordance With Section 8.5.2 Of The Irr; Technical Documents ⬜ (b) Statement Of The Prospective Bidder Of All Its Ongoing Government And Private Contracts, Including Contracts Awarded But Not Yet Started, If Any, Whether Similar Or Not Similar In Nature And Complexity To The Contract To Be Bid; And ⬜ (c) Statement Of The Bidder’s Single Largest Completed Contract (slcc) Similar To The Contract To Be Bid, Except Under Conditions Provided Under The Rules; And ⬜ (d) Special Pcab License In Case Of Joint Ventures And Registration For The Type And Cost Of The Contract To Be Bid; And ⬜ (e) Original Copy Of Bid Security. If In The Form Of A Surety Bond, Submit Also A Certification Issued By The Insurance Commission Or Original Copy Of Notarized Bid Securing Declaration; And (f) Project Requirements, Which Shall Include The Following: ⬜ A. Organizational Chart For The Contract To Be Bid; ⬜ B. List Of Contractor’s Key Personnel (e.g., Project Manager, Project Engineers, Materials Engineers, And Foremen), To Be Assigned To The Contract To Be Bid With Their Complete Qualification And Experience Data And Photocopy Of Their Valid Licenses Issued By The Professional Regulatory Commission (prc) And Curriculum Vitae Of Key Staff, Partners Or Principal Officers With A Minimum Work Experience Requirements Set In The Bds; ⬜ C. List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership Or Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be; And ⬜ (g) Original Duly Signed Omnibus Sworn Statement (oss); And If Applicable, Original Notarized Secretary’s Certificate Or Board Resolution/partnership Resolution In Case Of A Corporation, Partnership, Or Cooperative; Or Original Notarized Special Power Of Attorney In Case Of Sole Proprietorship Of All Members Of The Joint Venture Giving Full Power And Authority To Its Officer To Sign The Oss And Do Acts To Represent The Bidder. And ⬜ (h) Conformity With The Technical Specifications (scope Of Work); And ⬜ (i) Preliminary Conceptual Architectural Design Plans In Accordance With The Degree Of Details Specified By The Procuring Entity: (at Suitable Scale On High Quality A3 Blue Print Paper /digital Print Minimum Size) 10. Location Plan/vicinity Map 11. Perspective 12. Floor Plans 13. Front View Elevation 14. Rear View Elevation 15. Left Side View Elevation 16. Right Side View Elevation 17. Longitudinal Section 18. Transverse Section ⬜ (j) Design And Construction Method And ⬜ (k) Value Engineering Analysis Of The Design And Construction Method. And Financial Documents ⬜ (l) The Prospective Bidder’s Computation Of Net Financial Contracting Capacity (nfcc) At Least Equal To The Abc. And Class “b” Documents ⬜ (m) Jv Bidders Shall Submit A Jva In Accordance With R.a. 4566 And Its Irr. Each Partner Of The Joint Venture Shall Submit Their Respective Philgeps Certificates Of Registration In Accordance With Section 8.5.2 Of This Irr. The Submission Of Technical And Financial Eligibility Documents By Any Of The Joint Venture Partners Constitutes Compliance: Provided, That The Partner Responsible To Submit The Nfcc Shall Likewise Submit The Statement Of All Of Its Ongoing Contracts And Audited Financial Statements. Ii. Financial Component Envelope ⬜ (n) Original Of Duly Signed And Accomplished Financial Bid Form; And Other Documentary Requirements Under Ra No. 9184 ⬜ (o) Original Of Duly Signed Bid Prices In The Bill Of Quantities; And ⬜ (p) Duly Accomplished Detailed Estimates Form, Including A Summary Sheet Indicating The Unit Prices Of Construction Materials, Labor Rates, And Equipment Rentals Used In Coming Up With The Bid; And ⬜ (q) Cash Flow And Payment Schedule. Bidding Form Company Letterhead Statement Of Ongoing Government & Private Contracts Design And Build Of Bureau Of Corrections Regional Prison Facility At Iwahig Prison And Penal Farm (ippf) - Phase 2 Statement Of All Its Ongoing Government And Or Private Contracts Including Contracts Awarded But Not Yet Started, If Any Whether Similar Or Not Similar In Nature. Name Of Contract Date Of Contract Contract Duration Owner’s Name And Address Nature Of Work Contractor’s Role (whether Sole Contractor, Subcontractor, Or Partner In A Jv) And Percentage Of Participation Total Contract Value At Award Date Of Completion Or Estimated Completion Time Value Of Outstanding Works Certified Correct: Name And Signature Of Authorized Representative Position Date Company Letterhead Statement Of Single Largest Completed Contract Design And Build Of Bureau Of Corrections Regional Prison Facility At Iwahig Prison And Penal Farm (ippf) - Phase 2 Statement Of Single (1) Largest Completed Contract Of Similar In Nature Within The Last Six (6) Years From The Date Of Submission And Receipt Of Bids Amounting To At Least Fifty Percent (50%) Of The Approved Budget Of The Contract (abc) Name Of Contract Date Of Contract Contract Duration Owner’s Name And Address Nature Of Work Contractor’s Role (whether Sole Contractor, Subcontractor, Or Partner In A Jv) And Percentage Of Participation Total Contract Value At Award Date Of Completion Or Estimated Completion Time Certified Correct: Name And Signature Of Authorized Representative Position Date Company Letterhead Design And Build Of Bureau Of Corrections Regional Prison Facility At Iwahig Prison And Penal Farm (ippf) - Phase 2 Republic Of The Philippines) City Of _______________________) S.s. X------------------------------------------------------x Bid Securing Declaration Invitation To Bid: [insert Reference Number] To: Bureau Of Corrections I/we, The Undersigned, Declare That: 1. I/we Understand That, According To Your Conditions, Bids Must Be Supported By A Bid Security, Which May Be In The Form Of A Bid-securing Declaration. 2. I/we Accept That: (a) I/we Will Be Automatically Disqualified From Bidding For Any Contract With Any Procuring Entity For A Period Of Two (2) Years Upon Receipt Of Your Blacklisting Order; And, (b) I/we Will Pay The Applicable Fine Provided Under Section 6 Of The Guidelines On The Use Of Bid Securing Declaration, Within Fifteen (15) Days From Receipt Of The Written Demand By The Procuring Entity For The Commission Of Acts Resulting To The Enforcement Of The Bid Securing Declaration Under Sections 23.1(b), 34.2, 40.1 And 69.1, Except 69.1(f), Of The Irr Of Ra 9184; Without Prejudice To Other Legal Action The Government May Undertake. 3. I/we Understand That This Bid Securing Declaration Shall Cease To Be Valid On The Following Circumstances: (a) Upon Expiration Of The Bid Validity Period, Or Any Extension Thereof Pursuant To Your Request; (b) I Am/we Are Declared Ineligible Or Post-disqualified Upon Receipt Of Your Notice To Such Effect, And (i) I/we Failed To Timely File A Request For Reconsideration Or (ii) I/we Filed A Waiver To Avail Of Said Right; (c) I Am/we Are Declared The Bidder With The Lowest Calculated Responsive Bid, And I/we Have Furnished The Performance Security And Signed The Contract. In Witness Whereof, I/we Have Hereunto Set My/our Hand/s This ____ Day Of [month] [year] At [place Of Execution]. ______________________________________________________ [insert Name Of Bidder’s Authorized Representative] _____________________________ [insert Signatory’s Legal Capacity] Affiant Subscribed And Sworn To Before Me This ___ Day Of [month] [year] At [place Of Execution], Philippines. Affiant/s Is/are Personally Known To Me And Was/were Identified By Me Through Competent Evidence Of Identity As Defined In The 2004 Rules On Notarial Practice (a.m. No. 02-8-13-sc). Affiant/s Exhibited To Me His/her [insert Type Of Government Identification Card Used], With His/her Photograph And Signature Appearing Thereon, With No. ____________ Issued On ______________ At ___________________________________. Witness My Hand And Seal This ___ Day Of [month] [year]. Name Of Notary Public Serial No. Of Commission _______________ Notary Public For _______ Until __________ Roll Of Attorneys No. __________________ Ptr No. ______ [date Issued], [place Issued] Ibp No. ______ [date Issued], [place Issued] Doc. No. _____ Page No. _____ Book No. _____ Series Of _____ Company Letterhead Omnibus Sworn Statement Design And Build Of Bureau Of Corrections Regional Prison Facility At Iwahig Prison And Penal Farm (ippf) - Phase 2 _________________________________________________________________________ Republic Of The Philippines ) City/municipality Of ______ ) S.s. Affidavit I, [name Of Affiant], Of Legal Age, [civil Status], [nationality], And Residing At [address Of Affiant], After Having Been Duly Sworn In Accordance With Law, Do Hereby Depose And State That: 1. [select One, Delete The Other:] [if A Sole Proprietorship:] I Am The Sole Proprietor Or Authorized Representative Of [name Of Bidder] With Office Address At [address Of Bidder]; [if A Partnership, Corporation, Cooperative, Or Joint Venture:] I Am The Duly Authorized And Designated Representative Of [name Of Bidder] With Office Address At [address Of Bidder]; 2. [select One, Delete The Other:] [if A Sole Proprietorship:] As The Owner And Sole Proprietor, Or Authorized Representative Of [name Of Bidder], I Have Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For Design And Build Of Bureau Of Corrections Regional Prison Facility At Iwahig Prison And Penal Farm (ippf) - Phase 2 Of The Bureau Of Corrections, As Shown In The Attached Duly Notarized Special Power Of Attorney; [if A Partnership, Corporation, Cooperative, Or Joint Venture:] I Am Granted Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For Design And Build Of Bureau Of Corrections Regional Prison Facility At Iwahig Prison And Penal Farm (ippf) - Phase 2 Of The Bureau Of Corrections, As Shown In The Attached [state Title Of Attached Document Showing Proof Of Authorization (e.g., Duly Notarized Secretary’s Certificate, Board/partnership Resolution, Or Special Power Of Attorney, Whichever Is Applicable;)]; 3. [name Of Bidder] Is Not “blacklisted” Or Barred From Bidding By The Government Of The Philippines Or Any Of Its Agencies, Offices, Corporations, Or Local Government Units, Foreign Government/foreign Or International Financing Institution Whose Blacklisting Rules Have Been Recognized By The Government Procurement Policy Board, By Itself Or By Relation, Membership, Association, Affiliation, Or Controlling Interest With Another Blacklisted Person Or Entity As Defined And Provided For In The Uniform Guidelines On Blacklisting; 4. Each Of The Documents Submitted In Satisfaction Of The Bidding Requirements Is An Authentic Copy Of The Original, Complete, And All Statements And Information Provided Therein Are True And Correct; 5. [name Of Bidder] Is Authorizing The Head Of The Procuring Entity Or Its Duly Authorized Representative(s) To Verify All The Documents Submitted; 6. [select One, Delete The Rest:] [if A Sole Proprietorship:] The Owner Or Sole Proprietor Is Not Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; [if A Partnership Or Cooperative:] None Of The Officers And Members Of [name Of Bidder] Is Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; [if A Corporation Or Joint Venture:] None Of The Officers, Directors, And Controlling Stockholders Of [name Of Bidder] Is Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; 7. [name Of Bidder] Complies With Existing Labor Laws And Standards; And 8. [name Of Bidder] Is Aware Of And Has Undertaken The Responsibilities As A Bidder In Compliance With The Philippine Bidding Documents, Which Includes: A. Carefully Examining All Of The Bidding Documents; B. Acknowledging All Conditions, Local Or Otherwise, Affecting The Implementation Of The Contract; C. Making An Estimate Of The Facilities Available And Needed For The Contract To Be Bid, If Any; And D. Inquiring Or Securing Supplemental/bid Bulletin(s) Issued For The Design And Build Of Bureau Of Corrections Super Maximum-security Facility At Iwahig Prison And Penal Farm (ippf) – Phase 2 9. [name Of Bidder] Did Not Give Or Pay Directly Or Indirectly, Any Commission, Amount, Fee, Or Any Form Of Consideration, Pecuniary Or Otherwise, To Any Person Or Official, Personnel Or Representative Of The Government In Relation To Any Procurement Project Or Activity. 10. In Case Advance Payment Was Made Or Given, Failure To Perform Or Deliver Any Of The Obligations And Undertakings In The Contract Shall Be Sufficient Grounds To Constitute Criminal Liability For Swindling (estafa) Or The Commission Of Fraud With Unfaithfulness Or Abuse Of Confidence Through Misappropriating Or Converting Any Payment Received By A Person Or Entity Under An Obligation Involving The Duty To Deliver Certain Goods Or Services, To The Prejudice Of The Public And The Government Of The Philippines Pursuant To Article 315 Of Act No. 3815 S. 1930, As Amended, Or The Revised Penal Code. In Witness Whereof, I Have Hereunto Set My Hand This __ Day Of ___, 2024 At ____________, Philippines_____________________________________ Bidder’s Representative/authorized Signatory Affiant Subscribed And Sworn To Before Me This ___ Day Of [month] [year] At [place Of Execution], Philippines. Affiant/s Is/are Personally Known To Me And Was/were Identified By Me Through Competent Evidence Of Identity As Defined In The 2004 Rules On Notarial Practice (a.m. No. 02-8-13-sc). Affiant/s Exhibited To Me His/her [insert Type Of Government Identification Card Used], With His/her Photograph And Signature Appearing Thereon, With No. ____________ And Issued On ____________________ At _____________________. Witness My Hand And Seal This ___ Day Of [month] [year]. Name Of Notary Public Serial No. Of Commission _______________ Notary Public For _______ Until __________ Roll Of Attorneys No. __________________ Ptr No. ______ [date Issued], [place Issued] Ibp No. ______ [date Issued], [place Issued] Doc. No. _____ Page No. _____ Book No. _____ Series Of _____ Company Letterhead Certificate Of Net Financial Contracting Capacity Design And Build Of Bureau Of Corrections Regional Prison Facility At Iwahig Prison And Penal Farm (ippf) - Phase 2 (please Show Figures At How You Arrived At The Nfcc) This Is To Certify That Our Net Financial Contracting Capacity (nfcc) Is _____________________ (p____________) Which Is At Least Equal To The Total Ceiling Price We Are Bidding. The Amount Is Computed As Follows: (please Show Computation Of Nfcc) Nfcc = (ca-cl) (15) – C Where: Ca = Current Assets Cl = Current Liabilities C = Value Of All Outstanding Or Uncompleted Portions Of The Projects Under Going Contracts, Including Awarded Contracts Yet To Be Started Coinciding With The Contract For This Project Note: The Values Of The Bidder’s Current Assets And Current Liabilities Shall Be Based On The Audited Financial Statement Submitted To The Bir. Issued This _________________day Of ________________, 2024 _______________________________________________ Name & Signature Of Authorized Representative ____________________ Position _______________ Date Company Letterhead Bid Form Date: Ib No: To Bids And Awards Committee Bureau Of Corrections Nbp Reservation Muntinlupa City We, The Undersigned, Declare That: (a) We Have Examined And Have No Reservation To The Bidding Documents, Including Addenda, For The Contract Design And Build Of Bureau Of Corrections Regional Prison Facility At Iwahig Prison And Penal Farm (ippf) - Phase 2; (b) We Offer To Execute The Works For This Contract In Accordance With The Bid And Bid Data Sheet, General And Special Conditions Of Contract Accompanying This Bid; The Total Price Of Our Bid, Excluding Any Discounts Offered Below Is: ________________________________________₱_________________; The Discounts Offered And The Methodology For Their Application Are: [insert Information]; (c) Our Bid Shall Be Valid For A Period Of 120 Calendar Days From The Date Fixed For The Bid Submission Deadline In Accordance With The Bidding Documents, And It Shall Remain Binding Upon Us And May Be Accepted At Any Time Before The Expiration Of That Period; (d) If Our Bid Is Accepted, We Commit To Obtain A Performance Security In The Amount Of 30% Percent Of The Contract Price For The Due Performance Of The Contract; (e) Our Firm, Including Any Subcontractors Or Suppliers For Any Part Of The Contract, Have Nationalities From The Following Eligible Countries; (f) We Are Not Participating, As Bidders, In More Than One Bid In This Bidding Process, Other Than Alternative Offers In Accordance With The Bidding Documents; (g) Our Firm, Its Affiliates Or Subsidiaries, Including Any Subcontractors Or Suppliers For Any Part Of The Contract, Has Not Been Declared Ineligible By The Funding Source; (h) We Understand That This Bid, Together With Your Written Acceptance Thereof Included In Your Notification Of Award, Shall Constitute A Binding Contract Between Us, Until A Formal Contract Is Prepared And Executed; And (i) We Understand That You Are Not Bound To Accept The Lowest Calculated Bid Or Any Other Bid That You May Receive. (j) We Likewise Certify/confirm That The Undersigned, Is The Duly Authorized Representative Of The Bidder, And Granted Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For The Design And Build Of Bureau Of Corrections Regional Prison Facility At Iwahig Prison And Penal Farm (ippf) - Phase 2 Of The Bureau Of Corrections. (k) We Acknowledge That Failure To Sign Each And Every Page Of This Bid Form, Including The Bill Of Quantities, Shall Be A Ground For The Rejection Of Our Bid. Name: In The Capacity Of: Signed: Duly Authorized To Sign The Bid For And On Behalf Of: Date: ___________

Details: Description Republic Of The Philippines Department Of Justice Bureau Of Corrections Muntinlupa City Philippine Bidding Documents Design And Build Of Bureau Of Corrections Regional Prison Facility At Davao Prison And Penal Farm 2024 (procurement/ Id. 013) Sixth Edition July 2020 Bids And Awards Committee 2024 Table Of Contents Section I. Invitation To Bid 3 Section Ii. Instructions To Bidders 6 Section Iii. Bid Data Sheet 13 Section Iv. General Conditions Of Contract 19 Section V. Special Conditions Of Contract 24 Section Vi. Specifications 26 Section Vii. Drawings 58 Section Viii. Bill Of Quantities 59 Section Ix. Checklist Of Technical And Financial Documents 60 Section I. Invitation To Bid Republic Of The Philippines Department Of Justice Bureau Of Corrections Muntinlupa City Invitation To Bid Design And Build Of Bureau Of Corrections Regional Prison Facility At Davao Prison And Penal Farm 2024 1. The Bureau Of Corrections, Through The General Appropriations Act (gaa) Of 2024 Capital Outlay, Intends To Apply The Sum Of Two Hundred Million Pesos Only (₱200,000,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For The Design And Build Of Bureau Of Corrections Regional Prison Facility At Davao Prison And Penal Farm 2024 With Identification Number _013_. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Bureau Of Corrections Now Invites Bids For Provision Of A Detailed Preliminary Architectural And Engineering Design, Detailed Engineering Requirements And Actual Construction Of The Bureau Of Corrections Regional Prison Facilities, Based On The Final Detailed Architectural And Engineering Design, To Be Approved By The Head Of Procuring Entity Or Its Duly Authorized Representative Conformably With The Minimum Standards Set Forth In The (1) Presidential Decree (pd) No. 1096, National Building Code Of The Philippines (2) Batas Pambansa (bp)blg. 344, An Act To Enhance The Mobility Of Disabled Persons By Requiring Certain Public Buildings, Institutions, Establishments And Public Utilities To Install Facilities And Other Devices (3) National Structural Code Of The Philippines (nscp), Volume I, 2010 (4) Philippine Electrical Code (pec), 2009 (5) Revised Plumbing Code Of The Philippines (6) Revised Irr Of Ra 10575 (7) Republic Act (ra) No. 9514, Revised Fire Code Of The Philippines And (8) Applicable Local Regulations And Ordinances. Completion Of The Works Is Required Within Four Hundred Fifty-five (455) Calendar Days. Bidders Should Have Completed A Contract Similar To The Project Amounting To At Least Fifty Percent (50%) Of The Abc Within The Last Six (6) Years. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii. Instructions To Bidders. 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act 9184 (ra 9184), Otherwise Known As The “government Procurement Reform Act.” Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Cooperatives, And Partnerships Or Organizations With At Least Seventy-five Percent (75%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines. 4. Interested Bidders May Obtain Further Information From Bureau Of Corrections And Inspect The Bidding Documents At The Address Given Below From Monday To Friday From 8:00am To 5:00pm. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On __march 28, 2024 (08:00am To 05:00pm) To April 19, 2024 (08:00am To 01:29 Pm)_ From The Given Address And Website(s) Below. It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps) And The Website Of The Procuring Entity Bucor.gov.ph, Provided That Bidders Shall Pay The Applicable Fee Of Fifty Thousand (₱50,000.00) Pesos Only For The Bidding Documents Not Later Than The Submission Of Their Bids. The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person Or By Facsimile. 6. The Bureau Of Corrections Will Hold A Pre-bid Conference On _april 05, 2024 (01:30 Pm)_ At Bac Conference Room Nbp Reservation Muntinlupa City, Which Shall Be Open To Prospective Bidders. 7. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Office Address As Indicated Below, On Or Before __april 19, 2024 (01:30 Pm)____. Late Bids Shall Not Be Accepted. 8. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 15. 9. Bid Opening Shall Be On ____april 19, 2024 (01:30 Pm)____ At The Bac Conference Room Nbp Reservation Muntinlupa City. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 10. The Bureau Of Corrections Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35.6 And 41 Of The 2016 Revised Implementing Rules And Regulations (irr) Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 11. For Further Information, Please Refer To: Ma. Adoracion I. Viñas Office Of The Bac Secretariat Supply Office, Bureau Of Corrections, Muntinlupa City Tel # 02-8809-8587/02-8478-0907 Bacsec2022@gmail.com 12. You May Visit The Following Websites: For Downloading Of Bidding Documents: Bucor.gov.ph Date Of Issue: _______________ Ccsupt Celso S Bravo Chairman, Bids And Awards Committee Section Ii. Instructions To Bidders 1. Scope Of Bid The Procuring Entity, Bureau Of Corrections Invites Bids For The Design And Build Of Bureau Of Corrections Regional Prison Facility At Davao Prison And Penal Farm 2024, With Project Identification Number [indicate Number]. [note: The Project Identification Number Is Assigned By The Procuring Entity Based On Its Own Coding Scheme And Is Not The Same As The Philgeps Reference Number, Which Is Generated After The Posting Of The Bid Opportunity On The Philgeps Website.] The Procurement Project (referred To Herein As “project”) Is For The Construction Of Works, As Described In Section Vi (specifications). 2. Funding Information 2.1. The Gop Through The Source Of Funding Through The General Appropriations Act (gaa) Of 2024 Capital Outlay In The Amount Of Two Hundred Million Pesos Only (₱200,000,000.00). 2.2. The Source Of Funding Is: A. Nga, The General Appropriations Act Or Special Appropriations. 3. Bidding Requirements The Bidding For The Project Shall Be Governed By All The Provisions Of Ra No. 9184 And Its 2016 Revised Irr, Including Its Generic Procurement Manual And Associated Policies, Rules And Regulations As The Primary Source Thereof, While The Herein Clauses Shall Serve As The Secondary Source Thereof. Any Amendments Made To The Irr And Other Gppb Issuances Shall Be Applicable Only To The Ongoing Posting, Advertisement, Or Invitation To Bid By The Bac Through The Issuance Of A Supplemental Or Bid Bulletin. The Bidder, By The Act Of Submitting Its Bid, Shall Be Deemed To Have Inspected The Site, Determined The General Characteristics Of The Contracted Works And The Conditions For This Project, Such As The Location And The Nature Of The Work; (b) Climatic Conditions; (c) Transportation Facilities; (c) Nature And Condition Of The Terrain, Geological Conditions At The Site Communication Facilities, Requirements, Location And Availability Of Construction Aggregates And Other Materials, Labor, Water, Electric Power And Access Roads; And (d) Other Factors That May Affect The Cost, Duration And Execution Or Implementation Of The Contract, Project, Or Work And Examine All Instructions, Forms, Terms, And Project Requirements In The Bidding Documents. 4. Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices The Procuring Entity, As Well As The Bidders And Contractors, Shall Observe The Highest Standard Of Ethics During The Procurement And Execution Of The Contract. They Or Through An Agent Shall Not Engage In Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices Defined Under Annex “i” Of The 2016 Revised Irr Of Ra No. 9184 Or Other Integrity Violations In Competing For The Project. 5. Eligible Bidders 5.1. Only Bids Of Bidders Found To Be Legally, Technically, And Financially Capable Will Be Evaluated. 5.2. The Bidder Must Have An Experience Of Having Completed A Single Largest Completed Contract (slcc) That Is Similar To This Project, Equivalent To At Least Fifty Percent (50%) Of The Abc Adjusted, If Necessary, By The Bidder To Current Prices Using The Psa’s Cpi, Except Under Conditions Provided For In Section 23.4.2.4 Of The 2016 Revised Irr Of Ra No. 9184. A Contract Is Considered To Be “similar” To The Contract To Be Bid If It Has The Major Categories Of Work Stated In The Bds. 5.3. For Foreign-funded Procurement, The Procuring Entity And The Foreign Government/foreign Or International Financing Institution May Agree On Another Track Record Requirement, As Specified In The Bidding Document Prepared For This Purpose. 5.4. The Bidders Shall Comply With The Eligibility Criteria Under Section 23.4.2 Of The 2016 Irr Of Ra No. 9184. 6. Origin Of Associated Goods There Is No Restriction On The Origin Of Goods Other Than Those Prohibited By A Decision Of The Un Security Council Taken Under Chapter Vii Of The Charter Of The Un. 7. Subcontracts 7.1. The Bidder May Subcontract Portions Of The Project To The Extent Allowed By The Procuring Entity As Stated Herein, But In No Case More Than Fifty Percent (50%) Of The Project. The Procuring Entity Has Prescribed That: A. Subcontracting Is Not Allowed. 7.1. [if Procuring Entity Has Determined That Subcontracting Is Allowed During The Bidding, State:] The Bidder Must Submit Together With Its Bid The Documentary Requirements Of The Subcontractor(s) Complying With The Eligibility Criteria Stated In Itb Clause 5 In Accordance With Section 23.4 Of The 2016 Revised Irr Of Ra No. 9184 Pursuant To Section 23.1 Thereof. 7.2. [if Subcontracting Is Allowed During The Contract Implementation Stage, State:] The Supplier May Identify Its Subcontractor During The Contract Implementation Stage. Subcontractors Identified During The Bidding May Be Changed During The Implementation Of This Contract. Subcontractors Must Submit The Documentary Requirements Under Section 23.1 Of The 2016 Revised Irr Of Ra No. 9184 And Comply With The Eligibility Criteria Specified In Itb Clause 5 To The Implementing Or End-user Unit. 7.3. Subcontracting Of Any Portion Of The Project Does Not Relieve The Contractor Of Any Liability Or Obligation Under The Contract. The Supplier Will Be Responsible For The Acts, Defaults, And Negligence Of Any Subcontractor, Its Agents, Servants, Or Workmen As Fully As If These Were The Contractor’s Own Acts, Defaults, Or Negligence, Or Those Of Its Agents, Servants, Or Workmen. 8. Pre-bid Conference The Procuring Entity Will Hold A Pre-bid Conference For This Project On The Specified Date And Time And Either At Its Physical Address At Bac Conference Room Nbp Reservation Muntinlupa City And/or Through Videoconferencing/webcasting} As Indicated In Paragraph 6 Of The Ib. 9. Clarification And Amendment Of Bidding Documents Prospective Bidders May Request For Clarification On And/or Interpretation Of Any Part Of The Bidding Documents. Such Requests Must Be In Writing And Received By The Procuring Entity, Either At Its Given Address Or Through Electronic Mail Indicated In The Ib, At Least Ten (10) Calendar Days Before The Deadline Set For The Submission And Receipt Of Bids. 10. Documents Comprising The Bid: Eligibility And Technical Components 10.1. The First Envelope Shall Contain The Eligibility And Technical Documents Of The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 10.2. If The Eligibility Requirements Or Statements, The Bids, And All Other Documents For Submission To The Bac Are In Foreign Language Other Than English, It Must Be Accompanied By A Translation In English, Which Shall Be Authenticated By The Appropriate Philippine Foreign Service Establishment, Post, Or The Equivalent Office Having Jurisdiction Over The Foreign Bidder’s Affairs In The Philippines. For Contracting Parties To The Apostille Convention, Only The Translated Documents Shall Be Authenticated Through An Apostille Pursuant To Gppb Resolution No. 13-2019 Dated 23 May 2019. The English Translation Shall Govern, For Purposes Of Interpretation Of The Bid. 10.3. A Valid Pcab License Is Required, And In Case Of Joint Ventures, A Valid Special Pcab License, And Registration For The Type And Cost Of The Contract For This Project. Any Additional Type Of Contractor License Or Permit Shall Be Indicated In The Bds. 10.4. A List Of Contractor’s Key Personnel (e.g., Project Manager, Project Engineers, Materials Engineers, And Foremen) Assigned To The Contract To Be Bid, With Their Complete Qualification And Experience Data Shall Be Provided. These Key Personnel Must Meet The Required Minimum Years Of Experience Set In The Bds. 10.5. A List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership, Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be, Must Meet The Minimum Requirements For The Contract Set In The Bds. 11. Documents Comprising The Bid: Financial Component 11.1. The Second Bid Envelope Shall Contain The Financial Documents For The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 11.2. Any Bid Exceeding The Abc Indicated In Paragraph 1 Of The Ib Shall Not Be Accepted. 11.3. For Foreign-funded Procurement, A Ceiling May Be Applied To Bid Prices Provided The Conditions Are Met Under Section 31.2 Of The 2016 Revised Irr Of Ra No. 9184. 12. Alternative Bids Bidders Shall Submit Offers That Comply With The Requirements Of The Bidding Documents, Including The Basic Technical Design As Indicated In The Drawings And Specifications. Unless There Is A Value Engineering Clause In The Bds, Alternative Bids Shall Not Be Accepted. 13. Bid Prices All Bid Prices For The Given Scope Of Work In The Project As Awarded Shall Be Considered As Fixed Prices, And Therefore Not Subject To Price Escalation During Contract Implementation, Except Under Extraordinary Circumstances As Determined By The Neda And Approved By The Gppb Pursuant To The Revised Guidelines For Contract Price Escalation Guidelines. 14. Bid And Payment Currencies 14.1. Bid Prices May Be Quoted In The Local Currency Or Tradable Currency Accepted By The Bsp At The Discretion Of The Bidder. However, For Purposes Of Bid Evaluation, Bids Denominated In Foreign Currencies Shall Be Converted To Philippine Currency Based On The Exchange Rate As Published In The Bsp Reference Rate Bulletin On The Day Of The Bid Opening. 14.2. Payment Of The Contract Price Shall Be Made In: A. Philippine Pesos. 15. Bid Security 15.1. The Bidder Shall Submit A Bid Securing Declaration Or Any Form Of Bid Security In The Amount Indicated In The Bds, Which Shall Be Not Less Than The Percentage Of The Abc In Accordance With The Schedule In The Bds. 15.2. The Bid And Bid Security Shall Be Valid Until One Hundred Twenty (120) Calendar Days. Any Bid Not Accompanied By An Acceptable Bid Security Shall Be Rejected By The Procuring Entity As Non-responsive. 16. Sealing And Marking Of Bids Each Bidder Shall Submit One Copy Of The First And Second Components Of Its Bid. The Procuring Entity May Request Additional Hard Copies And/or Electronic Copies Of The Bid. However, Failure Of The Bidders To Comply With The Said Request Shall Not Be A Ground For Disqualification. If The Procuring Entity Allows The Submission Of Bids Through Online Submission To The Given Website Or Any Other Electronic Means, The Bidder Shall Submit An Electronic Copy Of Its Bid, Which Must Be Digitally Signed. An Electronic Copy That Cannot Be Opened Or Is Corrupted Shall Be Considered Non-responsive And, Thus, Automatically Disqualified. 17. Deadline For Submission Of Bids The Bidders Shall Submit On The Specified Date And Time And Either At Its Physical Address Or Through Online Submission As Indicated In Paragraph 7 Of The Ib. 18. Opening And Preliminary Examination Of Bids 18.1. The Bac Shall Open The Bids In Public At The Time, On The Date, And At The Place Specified In Paragraph 9 Of The Ib. The Bidders’ Representatives Who Are Present Shall Sign A Register Evidencing Their Attendance. In Case Videoconferencing, Webcasting Or Other Similar Technologies Will Be Used, Attendance Of Participants Shall Likewise Be Recorded By The Bac Secretariat. In Case The Bids Cannot Be Opened As Scheduled Due To Justifiable Reasons, The Rescheduling Requirements Under Section 29 Of The 2016 Revised Irr Of Ra No. 9184 Shall Prevail. 18.2. The Preliminary Examination Of Bids Shall Be Governed By Section 30 Of The 2016 Revised Irr Of Ra No. 9184. 19. Detailed Evaluation And Comparison Of Bids 19.1. The Procuring Entity’s Bac Shall Immediately Conduct A Detailed Evaluation Of All Bids Rated “passed” Using Non-discretionary Pass/fail Criteria. The Bac Shall Consider The Conditions In The Evaluation Of Bids Under Section 32.2 Of 2016 Revised Irr Of Ra No. 9184. 19.2. If The Project Allows Partial Bids, All Bids And Combinations Of Bids As Indicated In The Bds Shall Be Received By The Same Deadline And Opened And Evaluated Simultaneously So As To Determine The Bid Or Combination Of Bids Offering The Lowest Calculated Cost To The Procuring Entity. Bid Security As Required By Itb Clause 16 Shall Be Submitted For Each Contract (lot) Separately. 19.3. In All Cases, The Nfcc Computation Pursuant To Section 23.4.2.6 Of The 2016 Revised Irr Of Ra No. 9184 Must Be Sufficient For The Total Of The Abcs For All The Lots Participated In By The Prospective Bidder. 20. Post Qualification Within A Non-extendible Period Of Five (5) Calendar Days From Receipt By The Bidder Of The Notice From The Bac That It Submitted The Lowest Calculated Bid, The Bidder Shall Submit Its Latest Income And Business Tax Returns Filed And Paid Through The Bir Electronic Filing And Payment System (efps), And Other Appropriate Licenses And Permits Required By Law And Stated In The Bds. 21. Signing Of The Contract The Documents Required In Section 37.2 Of The 2016 Revised Irr Of Ra No. 9184 Shall Form Part Of The Contract. Additional Contract Documents Are Indicated In The Bds. Section Iii. Bid Data Sheet Bid Data Sheet Itb Clause 5.2 For This Purpose, Contracts Similar To The Project Refer To Contracts Which Have The Same Major Categories Of Work, Which Shall Be: Architectural, Engineering Design, Detailed Engineering Requirements And Construction Of Building With Concreting Works. 7.1 Subcontracting Is Not Allowed 10.3 A Valid Pcab License Is Required, And In Case Of Joint Ventures, A Valid Special Pcab License, And Registration For The Type And Cost Of The Contract For This Project. 10.4 The Key Personnel Must Meet The Required Minimum Years Of Experience Set Below: For Design Personnel: Key Personnel General Experience Relevant Experience Principal Architect The Principal Architect Must Be Duly-licensed With At Least Ten (10) Years’ Experience Experience In The Design Of Residential, Government Offices Or Institutional Facilities, And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Structural Engineer The Structural Engineer Must Be A Duly-licensed Civil Engineer With At Least Ten (10) Years’ Experience. Experience In Structural Design And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Professional Electrical Engineer The Electrical Engineer Must Be A Registered Professional Electrical Engineer With At Least Five (5) Years’ Experience. Experience In The Design Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems And Preferably Knowledgeable In Developments In Emergent Efficient Lighting Technologies And Energy Management. Professional Mechanical Engineer The Mechanical Engineer Must Be A Professional Mechanical Engineer With At Least Five (5) Years’ Experience. Experience In Hvac And Fire Protection Systems And Preferably Knowledgeable In Emergent, Alternative Energy- Efficient Hvac Technologies. Electronics And Communications Engineer The Electronics And Communications Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In The Design Of Communications Systems, And Preferably Knowledgeable In The Application Of Building Automation And Surveillance Systems. Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In The Design Of Building Water Supply And Distribution, Plumbing, And Preferably Knowledgeable In Waste Water Management/treatment, And Emergent, Alternative Effluent Collection And Treatment System. The Design & Build Contractor May, As Needed And At Its Own Expense, Add Additional Professionals And/or Support Personnel For The Optimal Performance Of All Architectural And Engineering Design Services, As Stipulated In These Terms Of Reference, For The Project. Prospective Bidders Shall Attach Each Individual’s Resume And Prc License Of The (professional) Staff. Design Personnel May Also Be Utilized For The Construction Phase Provided That The Same Meet The Minimum Number Of Years Of Experience In The Construction Of Similar Projects. For Construction Personnel: Key Personnel General Experience Relevant Experience Project Manager The Project Manager Shall Be A Licensed Architect Or Engineer With At Least Eight (8) Years Relevant Experience. Relevant Experience On Similar And Comparable Projects In Different Locations. The Project Manager Should Have A Proven Record Or Managerial Capability Through The Directing/managing Of Major Civil Engineering Works, Including Projects Of A Similar Magnitude. Project Architect/engineer The Project Architect/engineer Shall Be A Licensed Architect Or Engineer With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Materials Engineer (m.e. I) The Materials Engineer Must Be Duly Accredited With The Dpwh And With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Electrical Engineer The Electrical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects In The Installation Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems. Mechanical Engineer The Mechanical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects In The Installation Of Hvac And Fire Protection. Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects In The Installation Of Building Water Supply And Distribution, Plumbing. Foreman The Foreman Must Have At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Safety Officer The Sanitary Officer Must Have At Least Two (2) Years’ Experience. Must Be An Accredited Safety Practitioner By The Department Of Labor And Employment (dole) And Must Have Undergone The Prescribed Forty (40) Hour Construction Safety And Health Training (cosh) 10.5 The Minimum Major Equipment Requirements Are The Following: Equipment Capacity Number Of Units Backhoe At Least 38hp With 0.055 To 0.160 M3 Bucket Capacity 1 Pay Loader At Least 2.5 To 9.5 M3 Bucket Capacity 1 Dump Truck At Least 10 Cu.m. 2 Generator 50kva 1 Concrete Mixers 1 Bagger 4 Welding Machines 300amp Heavy Duty 4 Submersible Dredging Pump At Least 1hp And 2” Output 1 Prospective Bidders Shall Attach The List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership, Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be. 12 No Further Instructions. 15.1 The Bid Security Shall Be In The Form Of A Bid Securing Declaration Or Any Of The Following Forms And Amounts: A. The Amount Of Not Less Than 2% Of The Abc, If Bid Security Is In Cash, Cashier’s/manager’s Check, Bank Draft/guarantee Or Irrevocable Letter Of Credit; B. The Amount Of Not Less Than 5% Of The Abc, If Bid Security Is In Surety Bond. 19.2 No Further Instructions. 20 Within A Non-extendible Period Of Five (5) Calendar Days From Receipt By The Bidder Of The Notice From The Bac That It Submitted The Lowest Calculated Bid, The Bidder Shall Submit Its; 1. Latest Income And Business Tax Returns Filed And Paid Through The Bir Electronic Filing And Payment System (efps) 2. Supporting Documents For The Slcc (notice Of Award And/or Notice To Proceed And Project Owner’s Certificate Of Final Acceptance Issued By The Owner Other Than The Contractor Or The Constructors Performance Evaluation System (cpes) Final Rating, Which Must Be At Least Satisfactory. In Case Of Contracts With The Private Sector, An Equivalent Document Shall Be Submitted) 3. Certified True Copy Coming From The Issuing Agency Of Valid And Current Registration Certificate (sec Certificate Of Registration For Corporation Or Dti Certificate Of Registration For Sole Proprietorship Or Cda Certificate Of Registration For Cooperative) 4. Valid And Current Mayor’s Or Business Permit 5. Valid And Current Tax Clearance 6. Valid And Current Pcab License And Registration 7. Audited Financial Statement 8. Three (3) Sets Photocopy Of Eligibility And Financial Envelope Duly Marked As “copy No.1”, “copy No.2” And “copy No.3” 21 No Further Instructions. Section Iv. General Conditions Of Contract 1. Scope Of Contract This Contract Shall Include All Such Items, Although Not Specifically Mentioned, That Can Be Reasonably Inferred As Being Required For Its Completion As If Such Items Were Expressly Mentioned Herein. All The Provisions Of Ra No. 9184 And Its 2016 Revised Irr, Including The Generic Procurement Manual, And Associated Issuances, Constitute The Primary Source For The Terms And Conditions Of The Contract, And Thus, Applicable In Contract Implementation. Herein Clauses Shall Serve As The Secondary Source For The Terms And Conditions Of The Contract. This Is Without Prejudice To Sections 74.1 And 74.2 Of The 2016 Revised Irr Of Ra No. 9184 Allowing The Gppb To Amend The Irr, Which Shall Be Applied To All Procurement Activities, The Advertisement, Posting, Or Invitation Of Which Were Issued After The Effectivity Of The Said Amendment. 2. Sectional Completion Of Works If Sectional Completion Is Specified In The Special Conditions Of Contract (scc), References In The Conditions Of Contract To The Works, The Completion Date, And The Intended Completion Date Shall Apply To Any Section Of The Works (other Than References To The Completion Date And Intended Completion Date For The Whole Of The Works). 3. Possession Of Site 3.1 The Procuring Entity Shall Give Possession Of All Or Parts Of The Site To The Contractor Based On The Schedule Of Delivery Indicated In The Scc, Which Corresponds To The Execution Of The Works. If The Contractor Suffers Delay Or Incurs Cost From Failure On The Part Of The Procuring Entity To Give Possession In Accordance With The Terms Of This Clause, The Procuring Entity’s Representative Shall Give The Contractor A Contract Time Extension And Certify Such Sum As Fair To Cover The Cost Incurred, Which Sum Shall Be Paid By Procuring Entity. 3.2 If Possession Of A Portion Is Not Given By The Above Date, The Procuring Entity Will Be Deemed To Have Delayed The Start Of The Relevant Activities. The Resulting Adjustments In Contract Time To Address Such Delay May Be Addressed Through Contract Extension Provided Under Annex “e” Of The 2016 Revised Irr Of Ra No. 9184. 4. The Contractor’s Obligations The Contractor Shall Employ The Key Personnel Named In The Schedule Of Key Personnel Indicating Their Designation, In Accordance With Itb Clause 10.3 And Specified In The Bds, To Carry Out The Supervision Of The Works. The Procuring Entity Will Approve Any Proposed Replacement Of Key Personnel Only If Their Relevant Qualifications And Abilities Are Equal To Or Better Than Those Of The Personnel Listed In The Schedule. 5. Performance Security 5.1. Within Ten (10) Calendar Days From Receipt Of The Notice Of Award From The Procuring Entity But In No Case Later Than The Signing Of The Contract By Both Parties, The Successful Bidder Shall Furnish The Performance Security In Any Of The Forms Prescribed In Section 39 Of The 2016 Revised Irr. 5.2. The Contractor, By Entering Into The Contract With The Procuring Entity, Acknowledges The Right Of The Procuring Entity To Institute Action Pursuant To Ra No. 3688 Against Any Subcontractor Be They An Individual, Firm, Partnership, Corporation, Or Association Supplying The Contractor With Labor, Materials And/or Equipment For The Performance Of This Contract. 6. Site Investigation Reports The Contractor, In Preparing The Bid, Shall Rely On Any Site Investigation Reports Referred To In The Scc Supplemented By Any Information Obtained By The Contractor. 7. Warranty 7.1. In Case The Contractor Fails To Undertake The Repair Works Under Section 62.2.2 Of The 2016 Revised Irr, The Procuring Entity Shall Forfeit Its Performance Security, Subject Its Property (ies) To Attachment Or Garnishment Proceedings, And Perpetually Disqualify It From Participating In Any Public Bidding. All Payables Of The Gop In His Favor Shall Be Offset To Recover The Costs. 7.2. The Warranty Against Structural Defects/failures, Except That Occasioned-on Force Majeure, Shall Cover The Period From The Date Of Issuance Of The Certificate Of Final Acceptance By The Procuring Entity. Specific Duration Of The Warranty Is Found In The Scc. 8. Liability Of The Contractor Subject To Additional Provisions, If Any, Set Forth In The Scc, The Contractor’s Liability Under This Contract Shall Be As Provided By The Laws Of The Republic Of The Philippines. If The Contractor Is A Joint Venture, All Partners To The Joint Venture Shall Be Jointly And Severally Liable To The Procuring Entity. 9. Termination For Other Causes Contract Termination Shall Be Initiated In Case It Is Determined Prima Facie By The Procuring Entity That The Contractor Has Engaged, Before, Or During The Implementation Of The Contract, In Unlawful Deeds And Behaviors Relative To Contract Acquisition And Implementation, Such As, But Not Limited To Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices As Stated In Itb Clause 4. 10. Dayworks Subject To The Guidelines On Variation Order In Annex “e” Of The 2016 Revised Irr Of Ra No. 9184, And If Applicable As Indicated In The Scc, The Dayworks Rates In The Contractor’s Bid Shall Be Used For Small Additional Amounts Of Work Only When The Procuring Entity’s Representative Has Given Written Instructions In Advance For Additional Work To Be Paid For In That Way. 11. Program Of Work 11.1. The Contractor Shall Submit To The Procuring Entity’s Representative For Approval The Said Program Of Work Showing The General Methods, Arrangements, Order, And Timing For All The Activities In The Works. The Submissions Of The Program Of Work Are Indicated In The Scc. 11.2. The Contractor Shall Submit To The Procuring Entity’s Representative For Approval An Updated Program Of Work At Intervals No Longer Than The Period Stated In The Scc. If The Contractor Does Not Submit An Updated Program Of Work Within This Period, The Procuring Entity’s Representative May Withhold The Amount Stated In The Scc From The Next Payment Certificate And Continue To Withhold This Amount Until The Next Payment After The Date On Which The Overdue Program Of Work Has Been Submitted. 12. Instructions, Inspections And Audits The Contractor Shall Permit The Gop Or The Procuring Entity To Inspect The Contractor’s Accounts And Records Relating To The Performance Of The Contractor And To Have Them Audited By Auditors Of The Gop Or The Procuring Entity, As May Be Required. 13. Advance Payment The Procuring Entity Shall, Upon A Written Request Of The Contractor Which Shall Be Submitted As A Contract Document, Make An Advance Payment To The Contractor In An Amount Not Exceeding Fifteen Percent (15%) Of The Total Contract Price, To Be Made In Lump Sum, Or At The Most Two Installments According To A Schedule Specified In The Scc, Subject To The Requirements In Annex “e” Of The 2016 Revised Irr Of Ra No. 9184. 14. Progress Payments The Contractor May Submit A Request For Payment For Work Accomplished. Such Requests For Payment Shall Be Verified And Certified By The Procuring Entity’s Representative/project Engineer. Except As Otherwise Stipulated In The Scc, Materials And Equipment Delivered On The Site But Not Completely Put In Place Shall Not Be Included For Payment. 15. Operating And Maintenance Manuals 15.1. If Required, The Contractor Will Provide “as Built” Drawings And/or Operating And Maintenance Manuals As Specified In The Scc. 15.2. If The Contractor Does Not Provide The Drawings And/or Manuals By The Dates Stated Above, Or They Do Not Receive The Procuring Entity’s Representative’s Approval, The Procuring Entity’s Representative May Withhold The Amount Stated In The Scc From Payments Due To The Contractor. Section V. Special Conditions Of Contract Special Conditions Of Contract Gcc Clause 2 Sectional Completion Is Not Applicable The Intended Completion Date Is Four Hundred Fifty-five (455) Calendar Days From The Date Of Receipt Of The Ntp. 4.1 The Procuring Entity Shall Give Possession Of All Parts Of The Site To The Contractor From The Date Of The Receipt Of Notice To Proceed (ntp). 6 No Further Instructions. 7.2 Fifteen (15) Years. 10 No Dayworks Are Applicable To The Contract. 11.1 The Contractor Shall Submit The Program Of Work To The Procuring Entity’s Representative Within Fourteen (14) Calendar Days After The Issuance Of The Notice To Proceed (ntp) 11.2 The Amount To Be Withheld For Late Submission Of An Updated Program Of Work Is [insert Amount]. 13 The Amount Of The Advance Payment Is Five Percent (5%) Of The Contract Price To Be Split In Two Installments (2.5% Upon Issuance Of Nortice To Proceed And 2.5% Upon Issuance Of Notice To Construct) Upon Submission To And Acceptance By The Bureau Of Corrections Of An Irrevocable Standby Letter Of Credit Of Equivalent Value From A Commercial Bank, A Bank Guarantee Or A Surety Bond Callable Upon Demand Issued By A Surety Or Insurance Company Duly Licensed By The Insurance Commission And Confirmed By The Bureau Of Corrections. 14 The Contractor May Submit A Request For Payment For Work Accomplished. Such Requests For Payment Shall Be Verified And Certified By The Procuring Entity’s Representative/project Engineer. Payment For Work Accomplishment Shall Be Made In Two Billings Only First Billing Is At Fifty Percent (50%) And The Last And Final Billing Of One Hundred Percent (100%) Work Accomplishment. Materials And Equipment Delivered On The Site But Not Completely Put In Place Shall Not Be Included For Payment. 15.1 The Date By Which “as Built” Drawings Are Required Is Upon Actual Completion Of The Project. 15.2 The Amount To Be Withheld For Failing To Produce “as Built” Drawings And/or Operating And Maintenance Manuals By The Date Required Is Equivalent To Five Percent (5%) Of The Contract Price. Section Vi. Specifications Terms Of Reference Design And Build Of Bureau Of Corrections Prison Facility Davao Prison And Penal Farm, Panabo City, Davao Del Norte, Philippines 1. Project Information 1.1 Project Description The Mission Of The Bureau Of Corrections (bucor) Is To Protect Society By Confining Offenders In The Controlled Environments Of Prisons And Community-based Facilities That Are Safe, Humane, Cost-efficient, And Appropriately Secure, And That Provide Self-improvement Opportunities To Assist Offenders In Becoming Law-abiding Citizens. The Proposed Construction Of The Bucor Regional Prison Facility Shall Be Conducive To The Reformation And Rehabilitation Of Inmates That Will Bring Them Back Into The Mainstream Of Society As Useful Citizens Of The Country. The Contract Will Involve The Design And Build Scheme Leading To The Construction Of The Bucor Regional Prison Facility At Davao Prison And Penal Farm, Panabo City, Davao Del Norte, Philippines. The Plans And Designs Shall Be In Accordance With The Plan Of The Said Structures As Conceptualized By The Planning And Design Unit Under Civil Engineering Section Of General Services Division (pdu) Or As Conceptualized By The Winning Bidder If The Latter Is Found To Be Superior (as Defined In Section 3.1.1 Of This Tor). The Bucor Prison Facility Project Is Of Paramount Importance In Strengthening The Nation's Correctional Infrastructure And Enhancing Public Safety. This Aims To Provide A Secure, Technologically Advanced, And State-of-the-art Facility To Safely House And Manage 500 Psdl. The Project Will Be Conducted In Strict Adherence To Approved Specifications, Timelines, And Budgets To Fulfill Its Mission Effectively. Contractors Shall Be Required To Conduct A Bucor Led Site Inspection And Evaluation To Enable The Contractors To Develop Their Proposals Accordingly. The Bucor Shall Not Assume Any Responsibility Regarding Erroneous Interpretations Out Of Any Data Presented By The Contractor. The Bucor Prison Facility Shall Be Constructed As Per Approved Drawings, Specifications, Bill Of Materials, Scope Of Works And The General Contract Conditions Following The Guidelines As Per Annex G Of Irr Of Ra 9184. The Project Shall Have The Following Basic Components: A. Complete Detailed Architectural And Engineering Design Plans, Technical Specifications, And Design Calculations For The Construction Of The Project. Such Plans, Designs, And Technical Specifications Shall Be Subject For Review And Approval By The Bucor Pdu. The Design Development And The Contract Documents Phases Of The Design Shall Continue After The Bid Is Awarded. It Shall Likewise Be Subject For Review And Approval By The Bucor General Services Division (gsd). B. The Bid Shall Be Based On The Conceptual/schematic Design Drawings Prepared By The Bucor Pdu Or That Submitted By The Winning Bidder As Defined In Section 3.1.1 Of This Tor. C. The Contractor Shall Complete The Construction Of The Following Facility Component: I. One (1) Unit Two Storey + Roof Deck “type B” Dormitory Designed For 500 Psdl Ii. Control Gate & Office Iii. Fire Protection And Fire Detection Alarm System Iv. Main Perimeter Walls With Catwalk And Guard Towers (with Comfort Room) In Compliance With Ra 10575. V. Secondary Perimeter Fence In Compliance With Ra 10575 Vi. Electrical System, Backup Power Supply System Vii. Water Supply System With Sufficient Pressure Level And To Provide Potable Water (cistern, Pumps, Elevated Water Tank, And Chlorinator If Necessary) Viii. Site Development (grading And Earthworks, Pathways, And Drainage System) Ix. Sewage Treatment Plant (sequencing Batch Reactor) X. Bunkbeds For 500psdl Capacity (design And Specification Of Bunk Beds For Review Of Planning And Design Unit – Gsd). 1.2 Contractual Framework The Contractual Arrangement To Be Used For The Project Is The Design-and-build (db) Scheme. Under This Scheme The Procuring Entity Awards A Single Contract For The Architectural/engineering Design And Construction To A Single Firm, Partnership, Corporation, Joint Venture Or Consortium. The Winning Contractor Shall Consult And Collaborate With The Bucor Architect For The Preparation Of The Detailed Architectural Design Of The Project. The Detailed Architectural And Engineering Design Shall Be Subject For The Review And Approval By The Bucor Pdu. Contractors Shall Be Required To Conduct A Bucor Led Site Inspection And Evaluation To Enable The Contractors To Develop Their Proposals Accordingly. The Bucor Shall Not Assume Any Responsibility Regarding Erroneous Interpretations Out Of Any Data Presented By The Contractor. The Obligations And Liabilities Of The Contractor And Its Architect Shall Be Joint And Solidary For Purposes Of The Detailed Architectural Design Of The Project In Accordance With Article 1723 Of The Civil Code Of The Philippines And Other Pertinent Laws. The Db Scheme Of Procurement Was Recommended, Endorsed, And Adopted Pursuant To The Annex G Of Irr Of Ra 9184. 2. Scope Of Contract 2.1 Obligations Of The Winning Bidder/contractor A. Render Architectural And Allied Engineering Design Services Including Final Schematic Design Necessary For The Implementation Of The Project. The Allied Engineering Design Services Shall Include, But Shall Not Be Limited To, Design For Architectural, Civil, Structural, Electrical, Mechanical, Plumbing, And Electromechanical (for Stp). All Drawings Shall Be Generated Using Modern Modeling/drafting Software And Printed On High Quality 20” X 30” Blue Print Paper. B. Undertake Detailed Architectural And Engineering Designs (daeds) Using The Given Data Such As Topographic, Hydrographic And Cross–section Surveys, Geotechnical And Geological Investigation, And Hydrologic Investigation And Initial Schematic Design Or Design Concept Provided By The Bucor Pdu Which Conforms With The Minimum Performance Specifications And Standards (mpss); C. If Applicable, Secure Environmental Clearance Or An “environmental Compliance Certificate (ecc)”. If The Proposed Project Is Considered Outside The Purview Of The Philippine Environmental Impact Statement (eis) System, A Certificate Of Non- Coverage Or Certificate Of Exemption Shall Be Secured. D. The Project Shall Be Constructed According To The Daeds Prepared By The Winning Bidder And Approved By The Bucor And In Compliance With The Mpss As Well As Provided In Rule Vii, Section 7 Of The Irr Of Ra 10575. Likewise, Construction Includes Conformance To The Provisions Pertaining To Buildings Under The Latest Edition Of The Dpwh Standard Specifications For Public Works Structures, Volumes Ii And Iii (blue Book). The Blue Book Prescribes, Among Other Things, The Material Requirements And Construction Requirements For Different Items Of Work, Including The Tests To Be Conducted During Construction By The Dpwh-accredited Testing Laboratory. The Blue Book Incorporates Pertinent Provisions Of The American Society For Testing And Materials (astm) And American Concrete Institute (aci), Among Other Standards, Pertaining To Construction. Attention Shall Be Given To The Relevant Items Of Work In The Following Parts Of The Blue Book: Volume Ii ➢ Part A – Facilities For The Engineer ➢ Part B – Other General Requirements Volume Iii ➢ Part A – Earthwork ➢ Part B – Plain And Reinforced Concrete Works ➢ Part C – Finishing ➢ Part D – Electrical ➢ Part E – Mechanical ➢ Part J – Flood Control And Drainage For Materials And Technologies Not Covered By The Blue Book, Or If The Proponent Intends To Use Any New Material/technology Which Is Not Accredited By The Dpwh Bureau Of Research And Standards (brs), The Proponent Shall Submit A Certification From A Recognized Foreign Or International Institution To The Effect That The New Materials Or Technology Meets The Mpss For This Project And Has Been Successfully Used In Existing Structures With Proven Integrity. The Winning Bidder Or Contractor Shall Be Held Liable For Design And Structural Defects And/or Failure Of The Completed Project Within The Warranty Period Specified In Section 62.2 Of The Irr Of Ra 9184; And, F. The Winning Bidder Or Contractor Shall Be Solely Responsible For The Design And Shall Be Held Responsible For Any Default Resulted From Improper Design. Further, Extended Liability Of The Contractor Since It Stipulated That The Works, When Completed, Shall Be Fit For The Purpose For Which It Was Intended As Defined In The Contract. 2.2 Obligations Of The Bucor A. Provide Full Information On All Requirements For The Project; B. Approve The Winning Bidder Or Contractor’s Design Without Diminishing Their Full And Sole Responsibility For The Quality And Integrity Thereof; C. Give Prompt Written Notice Thereof To Winning Bidder Or Contractor, If It Observes Or Becomes Aware Of Any Defect In The Project; D. Designate When Necessary, Representatives Authorized To Act On Its Behalf. It Shall Examine Documents Submitted By The Winning Bidder Or Contractor And Render Decisions Pertaining Thereto Promptly, To Avoid Unreasonable Delay In The Progress Of Their Work. It Shall Observe The Procedure Of Issuing Orders To The Winning Bidder Or Contractor; E. Supervise And Monitor The Implementation Of The Project; I. Construction Monitoring And Testing Forms: • The Use Of Construction Monitoring And Testing Forms That Will Be Provide By The Bucor Pdu Is Mandatory Throughout The Duration Of Construction. • Oversight Of These Forms Will Be Conducted By The General Services Section (gss) Of The Davao On Behalf Of The Bucor Gsd • Dppf-gss To Impose To Contractor Testing Of All Items After Installation And/or Application. Gss To Send Pdu Copy Of The Test Report/s. • Dpps-gss To Monitor Material Delivery Of Contractor To Ensure All Materials Installed And/or Applied Are In Accordance With The Specifications Stated On Plans And Contract Of This Project. • In Case There Would Be Substitute Or Alternative To The Original Specification Of Material/s, Dppf-gss To Inform Pdu Of Such Variation. Ii. Bucor Engineer Visits: • Nhq Engineers And Architects (personnel Of Pdu) Will Conduct Site Visits On A Quarterly Basis Or Whenever Deemed Necessary To Ensure Compliance With Standards And Regulations. • Pdu Personnel To Witness The Final Testing And Commissioning Of The Systems, Equipment And Utilities Prior To Acceptance Of The Project Or Part Of The Project Thereof. Iii. Progress Billing Payment: • Davao Gss Engineers Will Provide Monthly Updates, Or As Deemed Necessary, On The Statement Of Work Accomplishment Based On The Actual Progress Of The Project, Including Reports Update. F. Pay The Accomplishment Accepted In The Conformance With The Mpss Included Under The Design And Build Contract. I. This Reports And Swa Updates Of The Davao Gss Will Be Reviewed And Approved By Gsd Prior To Any Progress Billing Payments Being Made. 2.3 Bidding Documents The Bidding Documents For The Project Shall Govern The Conduct Of The Procurement Of The Project. 3. Scope Of Works 3.1 Planning And Design Phase 3.1.1 Preliminary Architectural Plan (pap) By Bidder The Approved Concept Design Shall Adopt The Provisions Indicated In Rule Vii, Section 7 Of The Irr Of Ra 10575. Bidders Shall Submit Also An Alternative Design Concept With Respect To The Actual Site Condition. This Alternative Design By The Winning Bidder Shall Be Adopted Should The Same Be Found To Be Superior Than The One Conceptualized By The Bucor Pdu. 3.1.2 Detailed Architectural And Engineering Design (daed) By The Winning Bidder During The Implementation Of The Project, The Winning Bidder Shall Prepare The Daed Of The Project And Submit The Same To The Bucor For Approval Prior To The Execution Of The Construction Works. The Winning Bidder Shall Prepare The Daed Based On Its Pap As Reviewed And Accepted By The Bucor Pdu And In Accordance With The Minimum Performance Standards And Specifications (mpss). The Daed Shall Be Undertaken With A Degree Of Accuracy That Will Allow Estimates To Be Made Within Approximately Plus Or Minus Five Percent (+/-5%) Of The Final Quantities. Once Approved By The Bucor, The Winning Bidder’s Daed Shall Form Part Of The Mpss. The Bucor-approved Daed, Together With The Mpss Provisions On Construction Under Section 2.0 Hereof, Shall Govern The Actual Construction Undertaken By The Winning Bidder. The Winning Bidder Shall Undertake The Necessary Field Surveys And Investigation In Accordance With The Dpwh Design Guidelines. In Carrying Out These Works, The Winning Bidder Shall Ensure That The Engineering, Environmental, Particularly During Field Investigations And The Development Of The Preliminary And Final Detailed Engineering Designs. The Winning Bidder Shall Ensure That All Designs Submitted For Approval Have Fully Taken Into Account Key Findings From The Engineering, Environmental, And That Negative Environmental Impacts Have Been Minimized Or Eliminated To The Fullest Extent Possible. 3.1.3 Architectural And Engineering Design Submittals I. Architectural Design A. The Building Should Be Designed With Structural, Electrical, Natural Or Combine Ventilation And Natural Lighting Following Building Design Standards. B. The Prospective Bidder Shall Prepare The Preliminary Architectural Plans In Accordance With The Requirements Of The National Building Code Of The Philippines, Accessibility Law (bp 344) Including All Other Applicable Laws And Local Ordinances. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Site Development Plan 2. Vicinity Map 3. Perspective 4. Floor Plans 5. Elevations A. Front Elevation B. Rear Elevation C. Right Elevation D. Left Elevation 6. Sections A. Longitudinal Section B. Cross Section 7. Doors & Window Schedule 8. Plans And Details Of Stairs And Ramps 9. Schedule Of Finishes For Floors, Walls And Ceiling 10. Miscellaneous Details Ii. Structural Design A. The Proponent Shall Prepare The Necessary Structural Analysis/calculation And Design Of The Structural Members Of The Building Component In Accordance With The National Building Code Of The Philippines With Its Referral Codes Such As The Latest National Structural Code Of The Philippines. The Design For The Structure Shall Take Into Account, Among Other Things, The Seismic Requirements Of The Area To Determine The Optimum Safety Of The Whole Structure And To Minimize Possible Earthquake Damage. B. On The Basis Of The Data Obtained From The Detailed Site Investigations, Topographical/soil And Survey, Geotechnical Engineering, Foundation Investigation, Material Testing, Survey Of Existing Site Conditions, The Seismic Requirements Of The Area, The Load Requirements Of The Building And Other Investigation Required To Obtain The Data Necessary To Ensure The Safety Of The Structure, The Proposal Shall Prepare The Preliminary Structural Design Plans Of The Structure. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Structural Design Criteria And Design Notes 2. Foundation Plan 3. Floor Framing Plans 4. Schedule Of Slab, Beams And Girders 5. Schedule Of Columns 6. Schedule Of Footings 7. Structural Details Of Stairs/ramp, If Applicable 8. Roof Framing Plan, If Applicable 9. Schedule And Details Of Trusses, If Applicable 10. Miscellaneous Details Iii. Sanitary/plumbing Design Electromechanical Design A. General • The Detailed Design Shall Conform To The General Standards Adopted By The Sanitary & Plumbing Code Of The Philippines And Other Pertinent Laws And Ordinances. • All Design Considerations/assumptions Shall Be Based On The Results Of The Technical Studies, Detailed Analyses, And Design Computations. • The Technical Drawings And Specifications Shall Clearly Indicate All The Details Required To Ascertain The Care And Thoroughness Devoted In The Preparation Of The Drawings. B. Drainage And Sewerage • The Drainage Layout Shall Show All The Required Information Such As Direction Of Flow, Manhole-to-manhole Distances, And Sizes Of Lines, Manholes/canals, Location Of Outfalls, Etc. • The Prospective Bidder Shall Prepare A Design For The Sewage Treatment Plant In Accordance To The Clean Water Act Of 2004 (republic Act No. 9275) And Other Relevant Laws And Ordinances. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. General Notes 2. Legend & Symbols 3. Sewer, Vent And Storm Drainage Layout 4. Enlarged Toilet Plan For Common And Pwd Toilets 5. Isometric Diagram 6. Miscellaneous Details 7. Drainage And Sewerage System 8. Three Chamber Septic Tank Plans And Details C. Water Supply And Distribution System • The Proponent Shall Carry Out A Preliminary Detailed Design For The Water Supply Of The Project. The Design Should Be On The Basis Of The Source And Volume Of Water Supply, Water Consumption, Piping Network, And Conveyance In Accordance With The Applicable Laws, Rules And Regulations Governing Health, Safety And Sanitation. • The Contractor Shall Install Elevated Water Storage/s Per Unit Located At The Roof Deck Of The Prison Dormitories. (sufficient Capacity To Supply The Pdl) Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. General Notes 2. Legend & Symbols 3. Water Line Layout 4. Water Line Isometric Diagram 5. Sprinkler System 6. Sprinkler System Isometric Diagram 7. Water Reservoir Plans And Details 8. Miscellaneous Details Iv. Electromechanical Design A. Sewage Treatment Plant • The Prospective Bidder Shall Prepare A Design For The Sewage Treatment Plant In Accordance To The Clean Water Act Of 2004 (republic Act No. 9275) And Other Relevant Laws And Ordinances. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. General Notes 2. Legend & Symbols 3. Electrical System Layout 4. Mechanical System Layout 5. Instrumentation And Control System Diagrams 6. Piping And Instrumentation Diagrams (p&ids) 7. Equipment Details And Specifications 8. Electrical Power Distribution 9. Emergency Power Systems 10. Grounding And Lightning Protection 11. Control And Monitoring Systems, If Applicable 12. Safety Systems 13. Miscellaneous Details V. Electrical Design A. The Prospective Bidder Shall Prepare A Preliminary Design Plans For The Electrical And Power Supply System Of The Building In Accordance With The Electrical Code Of The Philippines, Fire Code Of The Philippines, National Building Code Of The Philippines And Other Relevant Laws And Ordinances. B. The Prospective Bidder Shall Prepare A Design For The Electrical And Power Supply System Considering Ease Of Maintenance And Prevention Of Illegal Connections Including Electrical Supply For Ceiling Fans. C. The Prospective Bidder Shall Prepare A Design For Backup Power Generator With Capacity Not Less Than Total Computed Kva Load Without Demand Factor. D. Electrical Supply Shall Be Sourced From The Local Electrical Utility. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Power Riser Diagram 2. Power Layout System 3. Lighting Layout System 4. Local Area Network System, If Applicable 5. Grounding System 6. Load Schedules 7. Others As Applicable Vi. Other Requirements  Technical Specifications  Boring Test  Structural Design And Analysis And Computation  Final Design And Construction Plans  Upon Award Of Contract, The Contractor Shall Comply The Following: O Prepare Final Draft Of Architectural And Engineering Design Plans Incorporating All Design Refinements And Revisions Based On Project Requirement Or As May Be Required By The Bucor Pdu Within The Scope Of Design. O Submit To The Bucor Design And Build Committee (bucor-dbc) The Final Architectural And Engineering Design Plans And Specifications Duly Signed And Sealed By The Concerned Professional Architect, Engineers, Incorporating All The Necessary Revisions And Refinements For Approval By The Head Of Procuring Entity. 3.2 Construction Phase The Following Works Shall Comprise This Phase: I. Permits And Clearances, The Contractor Shall Upon Authorization Of The Head Of The Procuring Entity (hope), Make Representations With The Government Agencies Concerned To Expedite The Processing Of The Necessary Permits And Certificates Such As The Following: A. Zoning Certification And Locational Clearance B. Building /electrical/sanitary Permits C. Certificate Of Occupancy D. Environmental Clearance Certificate E. All Other Permits/clearances As May Be Required For The Construction. Ii. Mobilization, The Contractor Shall Mobilize All The Required Project Team Personnel, Equipment, Tools, And Manpower With The Required Skills And In Sufficient Number As May Be Necessary For His Efficient Undertaking Of The Project. Iii. Clearing, Grubbing And Hauling/disposal Of Debris Iv. Construction Stage As A Rule, Contract Implementation Guidelines For Procurement Of Infrastructure Projects Shall Comply With Annex “e” Of The Revised Irr Of Ra 9184. The Following Provisions Shall Supplement These Procedures: I. No Works Shall Commence Unless The Contractor Has Submitted The Prescribed Documentary Requirements And Implementing Unit Has Given Written Approval. Work Execution Shall Be In Accordance With Reviewed And Approved Documents. Ii. The Contractor Shall Be Responsible For Obtaining All Necessary Information As To Risks, Contingencies And Other Circumstances Which May Affect The Works And Shall Prepare And Submit All Necessary Documents Specified By The Implementing Unit To Meet All Regulatory Approvals As Specified In The Contract Documents. Iii. The Contractor Shall Submit A Detailed Program Of Works Within Fourteen (14) Calendar Days After The Issuance Of The Notice To Proceed (ntp) For Approval By The Head Of The Procuring Entity (hope) That Shall Include, Among Others: A. The Order In Which It Tends To Carry Out The Work Including Anticipated Timing For Each Stage Or Design/detailed Engineering And Construction; B. Periods For Review Of Specific Outputs And Any Other Submissions And Approvals; C. Sequence Of Timing For Inspection And Tests; D. General Description Of The Design And Construction Methods To Be Adopted; E. Number Of Personnel To Be Assigned For Each Stage Of The Work; F. List Of Equipment Required On Site For Each Stage Of The Work; And G. Description Of The Quality Control System To Be Utilized For The Project. Iv. Any Errors, Omissions, Inconsistencies, Inadequate Or Failure Submitted By The Contractor That Do Not Comply With The Requirements Shall Be Rectified, Resubmitted And Reviewed At The Contractor’s Cost. If The Contractor Wishes To Modify Any Design Or Document Which Has Been Previously Submitted, Reviewed And Approved, The Contractor Shall Notify The Implementing Unit Within A Reasonable Period Of Time And Shall Shoulder The Cost Of Such Changes. V. As A Rule, Changes In Design And Construction Requirements Shall Be Limited Only To Those That Have Not Been Anticipated In The Contract Signing And Approval. The Following Guidelines Shall Govern Approval For Change Or Variation Order: A. Change Orders Resulting From Design Errors, Omissions Or Non-conformance With The Performance Specifications And Parameters And The Contract Documents By The Contractor Shall Be Implemented By The Contractor At No Additional Cost To The Bucor. B. Provided That The Contractor Suffers Delay And/or Incurs Costs Due To Changes Or Errors In The Preparation Of Performance Specification And Parameters, The Contractor Shall Be Entitled To Either One Of The Following:  An Extension Of Time For Any Such Delays Under Section 10 Of Annex “e” Of Irr-a (ra9184; Or  Payments For Such Cost As Specified In The Contract Documents, Provided That The Cumulative Amount Of The Variation Order Does Not Exceed Ten Percent (10%) Of The Original Project Cost. C. The Contract Documents Shall Include The Manner And Schedule Of Payment Specifying The Estimated Contract Amount And Installments In Which The Contract Will Be Paid. D. The Contractor Shall Be Entitled To Advance Payment Subject To The Provisions Of Section 4 Of Annex “e” Of The Revised Irr Of Ra 9184. E. The Implementing Unit Shall Monitor The Quality Control Procedures For The Design And Construction In Accordance With The Government Guidelines And Shall Issue The Proper Certificates Of Acceptance For Sections Of The Works Or Whole Of The Works As Provided For In The Contract Documents. F. The Contractor Shall Provide All Necessary Equipment, Personnel, Instruments, Documents And Others To Carry Out Specified Tests. G. This Design And Build Project Shall Have Minimum Defects Liability Period Of One (1) Year Contract Completion Or As Provided In The Contract Documents. This Is Without Prejudice To The Liabilities Imposed Upon The Engineer/architect Who Drew Up The Plans And Specification For A Building Sanctioned Under Section 1723 Of The New Civil Code Of The Philippines. H. The Contractor Shall Be Held Liable For Design And Structural Defects And/or Failure Of The Completed Project Within The Warranty Period Of 15 Years For Permanent Structures/buildings And 5 Years For Roads As Specified In Section 62.2.2 Of The Revised Irr Of Ra 9184 V. As-built Plans. The Contractor Shall Cause The Preparation And Submission Of As-built Plans Duly Signed And Sealed By All Concerned Parties Involved In The Construction In The Same Sheet Size And Scale As The Original Drawings In One (1) Blue Print Copy And One (1) Reproducible Copy. Vi. General Requirements: 1. Temporary Facilities Such As Field Offices For The Bucor Inspectorate Team, Project Engineers And Quarters For Laborers; Temporary Warehouse For The Construction Material. 2. Office Furniture And Equipment, Survey Equipment And Consumables 3. Photographs: This Item Consists Of The Supply Of Equipment And Materials, I.e., Album, Necessary To Undertake Photographic Progress Activities Of The Project And Of All Costs Incidental To The Preparation And Submission Of Photographs (at Least 12 Photographs Per Day). The Quantities For Photographs Shall Be One (1) Set Of Photographs Per Month. 4. Health And Safety Program Including Personal Protective Equipment (ppe) A. All Standard Safety Measures And Precautions Shall Be Exercised By The Contractor In The Course Of The Project For The Protection Of The Public And Its Workers And In Conformity With Dole Department Order No. 13, Series Of 1998. B. All Workers Shall Be Equipped With Proper Working Uniform And Identification At All Times. They Must Be Registered With The Governing Bucor Security Office And Must Comply With The Bucor’s Rules And Regulations. C. The Contractor Shall Secure His/her Own Equipment And Materials On Site. The Bucor Shall Not Be Liable To Any Losses Incurred During The Progress Of The Work. 5. Environmental Compliance 6. Communication Equipment: This Item Consists Of The Provision Of Communication Equipment. 7. Billboard 8. Traffic Management Vii. Building Construction 1 Unit Two (2) Storey Type ‘b’ Pdl Dormitory Building With 500 Pdl Capacity. 4.7sqm Per Pdl (shower, Water Closet And Wash Basin Included). Maximum Of 10psdl Per Cell With Stainless Steel Elevated Water Tank On Roof Deck; To Supply Sufficient Pressure In Every Plumbing Fixtures. Minimum Number Of Fixtures Per Cell: 2 Unit’s Flush Valve Water Closet, 2 Unit Flush Valve Urinal, 1 Unit Lavatory, 3 Units Wall Faucet, And 3 Units Shower Head. Provide Enhanced Natural Ventilation As Necessary. 500 Ln.m., More Or Less, Main Perimeter Concrete Fence With Concrete Catwalk, Post Towers With Maximum Distance Of 100m, Main Sliding Steel Control Gate And Pedestrian Steel Gate (refer To Rule Vii, Section 7 Of The Revised Irr Of Ra 10575) 1 Lot Site Development. Includes Not Limited To The Following: Stormwater Management: Implementing Systems To Manage Stormwater Runoff, Which Include Underground Drainage Systems. (planning, Designing, And Installing Pipes, Channels, Culverts, Ditches, And Other Structures That Collect, Convey, And Discharge Storm Water Runoff) Grading And Earthwork: Leveling The Ground And Shaping It To The Required Specifications For The Construction Project. This May Involve Excavation, Filling, And Compacting Soil. 500 Ln.m More Or Less Secondary Perimeter Fence With Steel Gate (sliding Type) (refer To Rule Vii, Section 7 Of The Revised Irr Of Ra 10575). Secondary Fence With Minimum Of 4m Offset From Main Perimeter Fence. 1 Lot Control Gate And 60sqm Control Gate Security Office 250 Sets Double Deck Bunk Beds (design And Specification Of Bunk Beds For Review Of Planning And Design Unit – Gsd). 1 Lot Electrical System Designed To Accommodate Future Facility Electrical Loads. Backup Power Generator Sets, Capacity Not Less Than Total Computed Kva Load, Without Demand Factor) 1 Lot Fire Protection And Fire Detection Alarm Systems To Comply Governing Laws And Regulations Requirements. 1 Lot Water Supply System. Includes The Ff: Water Source, Water Treatment (if Necessary To Provide Potable Water), Storages, Distribution And Plumbing System. 1 Lot Sewerage Treatment Plant (sequencing Batch Reactor). With Quality Deemed Suitable For Discharge Into Nearby Water Bodies, In Accordance With The Standards Set By The Local Municipality Or Government. A. Material Specifications: A. Floor Finishes • Polished Cement Finish Prison Cell, Hallways, Staircases, And Rooms • Plain Cement Finish - Pathways. • Ramps - Anti Slip Pavers Or Tiles • Crs – Unglazed Ceramic Tiles B. Wall Finishes A. Glazed Wall Tiles - 1.8m Height. B. Plain Cement Plaster Finish - For All Buildings And Facilities C. Ceiling Finishes C. Concrete Steel Decking, If Applicable. – Coated In White Enamel D. Painting D. Semi-gloss Solvent Paint Top Coat (high-end Quality) For Interior And Exterior Walls In Two To Three Coats Application. Apply Concrete Neutralizer For Newly Finished Concrete Surfaces. Use Solvent Primer. E. Varnish Paint Finish With Weather Proof Coating – For Doors And Jambs Branded, High-end Quality (offices, Etc.), All Wooden Doors Must Have Secondary Steel Doors. F. Use Epoxy Paint Primer. Epoxy Paint Finish – For Structural Steel And All Metal Works E. Doors And Windows G. No Doors For Prison Facility Comfort Rooms With 1.20 Meter Finish Wall Height (see Rule Vii, Section 7 R-irr Of Ra 10575). H. Steel Doors And Grills – For Dormitories, Gates And Other Security Areas. Sliding Doors For All Cells (see Rule Vii, Section 7 R-irr Of Ra 10575) F. Waterproofing I. Uv Resistant Polyurethane Waterproofing – For All Roof Deck With Topping Works Provided With Welded Wire Mesh. J. Cistern - Polyurethane Waterproofing G. Plumbing Works K. Upvc Pipe Series 1000 – For All Soil, Sewer, Waste, Dry And Wet Vent Piping High-end Quality L. Pprc Fusion Type – For All Water Lines High-end Quality M. Sprinkler System To All Prison Dormitories In Accordance With The Provisions Of Revised Plumbing Code Of The Philippines. 4. Approved Budget For The Contract (abc) The Approved Budget For The Contract (abc) Is Php200,000,000.00. This Is The Ceiling For Acceptable Bids. Bids Higher Than Abc Shall Be Automatically Rejected. 5. Proposed Implementation Schedule (example): No. Of Months 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Design Phase Construction Phase 6. Eligibility Criteria For Bidders 6.1 General The Eligibility Requirements For This Design And Build Project Shall Adopt The Provisions Of Annex “g” Of The Implementing Rules And Regulations Of Ra 9184 (e.g. Eligibility Requirement). However, If A Bidder Who Has No Experience In Db Project On Its Own May Opt To Enter A Subcontracting Agreement, Partnership, Or Joint Venture With A Design Or Engineering Firm For The Design Portion Of The Project. 6.2 Legal Requirements A. Valid Contractor’s License Issued By The Philippine Contractor’s Accreditation Board B. Valid License Of The Contractor’s Designer Issued By The Professional Regulation Commission. 6.3 Technical Requirements A. The Contractor’s Designer Must Have Designed One Structure Similar To The Project At Hand With A Construction Cost Of At Least 50 % Of The Abc. 6.4 Financial Requirements The Contractor Must Have A Net Financial Contracting Capacity (nfcc) At Least Equal To The Abc To Be Bid Or Equivalent To Pphp200,000,000.00 7. Contents Of The Bid 7.1 In The First Envelope Class “a” Documents Legal Documents I. Philgeps Certificate Of Registration And Membership In Accordance With Section 8.5.2 Of This Irr. For Procurement To Be Performed Overseas, It Shall Be Subject To The Guidelines To Be Issued By The Gppb. (a) Ii. Pcab License And Registration, In Case Of Jv; 57 Iii. Statement Of All Ongoing Government And Private Contracts; Iv. Statement Of Slcc; V. Nfcc Computation; Vi. Jva, If Applicable; Vii. Bid Security In The Prescribed Form, Amount And Validity Period; Viii. Project Requirements, Which Shall Include The Following: 1.organizational Chart For The Contract To Be Bid; 2. List Of Contractor’s Personnel (design And Construction), To Be Assigned To The Contract To Be Bid, With Their Complete Qualification And Experience Data; 3. List Of Contractor’s Equipment Units Which Are Owned, Leased And/or Under Purchase Agreements, Supported By Certification Of Availability Of Equipment From Lessor/vendor For The Duration Of The Project. Ix. Omnibus Sworn Statement By The Prospective Bidder Or Its Authorized Representative In The Prescribed Format; X. Submission Of Preliminary Conceptual Design Plans: Class “b” Documents I. For Infrastructure Projects, Jv Bidders Shall Submit A Jva In Accordance With R.a. 4566 And It’s Irr. Ii. Each Partner Of The Joint Venture Shall Submit Their Philgeps Certificates Of Registration In Accordance With Section 8.5.2 Of This Irr. The Submission Of Technical And Financial Eligibility Documents By Any Of The Joint Venture Partners Constitutes Compliance: Provided, That The Partner Responsible To Submit The Nfcc Shall Likewise Submit The Statement Of All Of Its Ongoing Contracts And Audited Financial Statements. 1. Preliminary Conceptual Architectural Design Plans In Accordance With The Degree Of Details Specified By The Procuring Entity: (at Suitable Scale On High Quality A3 Blue Print Paper /digital Print Minimum Size) A. Location Plan/vicinity Map B. Perspective C. Floor Plans D. Front View Elevation E. Rear View Elevation F. Left Side View Elevation G. Right Side View Elevation H. Longitudinal Section I. Transverse Section 2. Design And Construction Method 3. List Of Contractor’s Personnel To Be Assigned To The Contract To Be Bid With Their Complete Qualification And Experience Data And Photocopy Of Their Valid Licenses Issued By The Professional Regulatory Commission (prc), Curriculum Vitae Of Key Staff, Partners Or Principal Officers With A Minimum Work Experience Requirements Set In The Bds; For Design The Key Professionals And The Respective Qualifications Of The Design Personnel Shall Be As Follows: • Principal Architect The Principal Architect Must Be Duly-licensed With At Least Ten (10) Years’ Experience In The Design Of Residential, Government Offices Or Institutional Facilities, And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Structural Engineer The Structural Engineer Must Be A Duly-licensed Civil Engineer With At Least Ten (10) Years’ Experience In Structural Design And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Professional Electrical Engineer The Electrical Engineer Must Be A Registered Professional Electrical Engineer With At Least Five (5) Years’ Experience In The Design Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems And Preferably Knowledgeable In Developments In Emergent Efficient Lighting Technologies And Energy Management. • Professional Mechanical Engineer The Mechanical Engineer Must Be A Professional Mechanical Engineer With At Least Five (5) Years In Hvac And Fire Protection Systems And Preferably Knowledgeable In Emergent, Alternative Energy- Efficient Hvac Technologies. •electronics And Communications Engineer The Electronics And Communications Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In The Design Of Communications Systems, And Preferably Knowledgeable In The Application Of Building Automation And Surveillance Systems. • Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In The Design Of Building Water Supply And Distribution, Plumbing, And Preferably Knowledgeable In Waste Water Management/treatment, And Emergent, Alternative Effluent Collection And Treatment System. The Design & Build Contractor May, As Needed And At Its Own Expense, Add Additional Professionals And/or Support Personnel For The Optimal Performance Of All Architectural And Engineering Design Services, As Stipulated In These Terms Of Reference, For The Project. Prospective Bidders Shall Attach Each Individual’s Resume And Prc License Of The (professional) Staff. Design Personnel May Also Be Utilized For The Construction Phase Provided That The Same Meet The Minimum Number Of Years Of Experience In The Construction Of Similar Projects. For Construction Personnel The Key Professionals And The Respective Qualifications Of The Construction Personnel Shall Be As Follows: • Project Manager The Project Manager Shall Be A Licensed Architect Or Engineer With At Least Eight (8) Years Relevant Experience On Similar And Comparable Projects In Different Locations. The Project Manager Should Have A Proven Record Or Managerial Capability Through The Directing/managing Of Major Civil Engineering Works, Including Projects Of A Similar Magnitude. • Project Architect/engineer The Project Architect/engineer Shall Be A Licensed Architect Or Engineer With At Least Five (5) Years’ Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Materials Engineer (m.e. I) The Materials Engineer Must Be Duly Accredited With The Dpwh And With At Least Five (5) Years’ Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Electrical Engineer The Electrical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In Similar And Comparable Projects In The Installation Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems. • Mechanical Engineer The Mechanical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In Similar And Comparable Projects In The Installation Of Hvac And Fire Protection. • Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In Similar And Comparable Projects In The Installation Of Building Water Supply And Distribution, Plumbing. • Foreman The Foreman Must Have At Least Five (5) Years’ Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Safety Officer The Safety Officer Must Be An Accredited Safety Practitioner By The Department Of Labor And Employment (dole) And Must Have Undergone The Prescribed Forty (40) Hour Construction Safety And Health Training (cosh) And Must Have At Least Two (2) Years’ Experience. 4. Value Engineering Analysis Of Design And Construction. The Second Envelope (financial Proposal) Shall Contain All The Required Documents For Infrastructure Projects Under Section 25.38 Of The Irr Of R.a 9184. 7.2 In The Second Envelope – Financial Proposal The Contents Of Financial Proposal – In The Second Envelope Shall Be Governed By Section 6.1 Design And Build Scheme Of The Dpwh Procurement Manual Volume Ii - Infrastructure Main Guidelines (2016). A. Lump Sum Bid Prices, Which Shall Include The Detailed Engineering Cost, In The Prescribed Bid Form Inclusive Of Vat B. Detailed Estimates Including A Summary Sheet Indicating The Unit Prices Of Construction Materials, Labor Rates And Equipment Rentals Used In Coming Up With The Bid For The Following: I Detailed Architectural And Engineering Design; Ii Demolition Works; And Iii Building Construction/civil Works. C. Bill Of Quantities D. Cash Flow And Payments Schedule. 8. Procedure And Criteria For Bids Evaluation For The Detailed Evaluation Of The Design And Build Proposals A Two-step Procedure Shall Be Adopted By The Bac, Which May Be Undertaken With The Assistance Of The Dbc. First-step Procedure: With The Assistance Of The Bucor Design And Build Committee (bucor-dbc), The Bac Shall Conduct The Opening, Preliminary Examination And Detailed Evaluation Of The Design And Build Proposals, As Follows: (1) The First Step Of The Evaluation Shall Involve The Review Of The Preliminary Conceptual Designs And Track Record Submitted By The Contract As Indicated In The Bidding Documents Using A Nondiscretionary “pass/fail” Criteria That Involve Compliance With The Following Requirements: A. Performance Specifications And Parameters And Degree Of Details; B. Adherence Of Preliminary Design Plans To The Required Concept Of Approach And Methodology For Detailed Engineering, Design And Construction With Emphasis On The Clarity, Feasibility, Innovativeness And Comprehensiveness Of The Plan Approach, And The Quality Of Interpretation Of Project Problems, Risks, And Suggested Solutions; And C. Quality Of Personnel To Be Assigned To The Project Which Covers Suitability Of Key Staff To Perform The Duties Of The Particular Assignments And General Qualifications And Competence Including Education And Training Of The Key Staff. Merit Point Critera For The Bid Evaluation I.i Adherence To Performance Specifications (35 Points) A. Compliance And Adherence To Specifications: Excellent Compliance (100 Points): The Submission Fully Adheres To All Specified Project Requirements And Regulations, Demonstrating Meticulous Attention To Detail And Comprehensive Understanding Of The Tor. All Drawings And Documentation Are Accurate, Complete, And In Compliance With Relevant Standards. Good Compliance (80 Points): The Submission Largely Complies With Project Specifications And Regulations, With Minor Discrepancies. Drawings And Documentation Are Mostly Accurate And Complete, Meeting The Majority Of Requirements. Acceptable Compliance (70 Points): The Submission Satisfies Most Of The Specified Requirements And Regulations, Albeit With Some Notable Omissions Or Inconsistencies. Drawings And Documentation Are Generally Accurate And Complete, Meeting The Basic Expectations. Some Reservations (50 Points): The Submission Partially Meets The Specified Requirements And Regulations, With Several Notable Deficiencies Or Inconsistencies. There Are Significant Gaps Or Inaccuracies In The Drawings And Documentation, Raising Concerns About Compliance. Serious Reservations (20%) The Submission Falls Significantly Short Of Meeting The Specified Requirements And Regulations, With Major Deficiencies Or Inconsistencies. Drawings And Documentation Lack Essential Details Or Fail To Comply With Key Standards, Casting Doubt On The Bidder's Understanding Of The Project Scope. Unacceptable (0%) The Submission Fails To Comply With The Specified Requirements And Regulations, Lacking Essential Details And Demonstrating A Fundamental Misunderstanding Of The Project Scope. Drawings And Documentation Are Incomplete Or Inaccurate, Indicating A Lack Of Capability To Deliver The Project On Time. B. Functionality And Efficiency: Excellent (100%): The Design Optimally Utilizes Space, Facilitating Efficient Accommodation Of 500 Psdl. Layout And Design Enhance Operational Flow, Demonstrating Exceptional Foresight And Planning. Integration Of Facilities Promotes Smooth Prison Management. Good (80%): The Design Effectively Utilizes Space, With Minor Areas For Improvement In Operational Flow. Layout And Design Contribute To Efficient Prison Management, Meeting Most Functional Requirements. Acceptable (70%): The Design Adequately Utilizes Space, Meeting Basic Requirements For Accommodating 500 Psdl. Layout And Design Support Operational Flow, Though Some Improvements Are Needed For Optimal Functionality. Some Reservations (50%): The Design Partially Optimizes Space Utilization, With Notable Deficiencies In Operational Flow. Layout And Design Hinder Efficient Prison Management, Requiring Significant Adjustments For Improvement. Serious Reservations (20%): The Design Inadequately Utilizes Space, Hindering Accommodation Of 500 Psdl. Layout And Design Severely Impede Operational Flow, Indicating A Lack Of Understanding Of Functional Requirements. Unacceptable (0%): The Design Fails To Optimize Space Utilization, Lacking Consideration For Accommodating 500 Psdl. Layout And Design Pose Significant Obstacles To Efficient Prison Management, Indicating A Fundamental Misunderstanding Of Functional Requirements. C. Safety And Security: Excellent (100%): The Design Features Robust Perimeter Walls, Guard Towers, And Security Features Ensuring Optimal Inmate Containment And Facility Security. Fire Protection And Detection Systems Are Highly Reliable, With Comprehensive Safety Measures For Both Inmates And Staff. Good (80%): The Design Incorporates Effective Perimeter Walls, Guard Towers, And Security Features, With Minor Areas For Enhancement. Fire Protection And Detection Systems Are Reliable, With Adequate Safety Measures For Inmates And Staff. Acceptable (70%) The Design Includes Satisfactory Perimeter Walls, Guard Towers, And Security Features, Meeting Basic Requirements For Inmate Containment And Facility Security. Fire Protection And Detection Systems Are Functional, With Sufficient Safety Measures For Inmates And Staff. Some Reservations (50%): The Design Features Partially Effective Perimeter Walls, Guard Towers, And Security Features, With Notable Deficiencies In Inmate Containment And Facility Security. Fire Protection And Detection Systems Lack Reliability, With Limited Safety Measures For Inmates And Staff. Serious Reservations (20%): The Design Lacks Effective Perimeter Walls, Guard Towers, And Security Features, Compromising Inmate Containment And Facility Security. Fire Protection And Detection Systems Are Inadequate, Posing Significant Risks To Inmates And Staff Safety. Unacceptable (0%): The Design Neglects Perimeter Walls, Guard Towers, And Security Features, Failing To Ensure Inmate Containment And Facility Security. Fire Protection And Detection Systems Are Absent Or Non-functional, Posing Severe Risks To Inmates And Staff Safety. D. Sustainability And Environmental Considerations: Excellent (100%): The Design Includes Robust Safety Measures And Emergency Protocols, Ensuring The Safety And Well-being Of Inmates And Staff In Accordance With Ra 10575. Good (80%): The Design Integrates Sustainable Design Principles Effectively, With Minor Opportunities For Improvement In Energy Efficiency And Material Selection. Sewage Treatment And Water Conservation Measures Are Adequate, Supporting Environmental Sustainability. Acceptable (70%) The Design Includes Basic Sustainable Design Principles, Meeting Minimum Requirements For Energy Efficiency And Material Selection. Sewage Treatment And Water Conservation Measures Are Functional, Contributing To Environmental Sustainability. Some Reservations (50%): The Design Partially Incorporates Sustainable Design Principles, With Notable Deficiencies In Energy Efficiency And Material Selection. Sewage Treatment And Water Conservation Measures Lack Comprehensiveness, Limiting Environmental Sustainability. Serious Reservations (20%): The Design Lacks Consideration For Sustainable Design Principles, Neglecting Energy Efficiency And Eco-friendly Materials. Sewage Treatment And Water Conservation Measures Are Insufficient, Undermining Environmental Sustainability. Unacceptable (0%): The Design Disregards Sustainable Design Principles, Showing No Commitment To Energy Efficiency Or Eco-friendly Materials. Sewage Treatment And Water Conservation Measures Are Absent Or Inadequate, Disregarding Environmental Sustainability. E. Aesthetics And Architectural Design: Excellent (100%): The Design Exhibits Exceptional Aesthetic Appeal And Architectural Coherence, Showcasing Innovative And Visually Pleasing Elements. Consideration Of Local Architectural Vernacular And Contextual Integration Is Evident, Contributing To The Overall Excellence Of The Design. Good (80%): The Design Demonstrates Good Aesthetic Appeal And Architectural Coherence, With Some Areas For Enhancement In Creativity And Visual Impact. Consideration Of Local Architectural Vernacular And Contextual Integration Is Apparent, Enriching The Design. Acceptable (70%): The Design Achieves Acceptable Aesthetic Appeal And Architectural Coherence, Meeting Basic Expectations For Visual Presentation. Consideration Of Local Architectural Vernacular And Contextual Integration Is Present, Though Limited In Scope. Some Reservations (50%): The Design Lacks Significant Aesthetic Appeal And Architectural Coherence, With Notable Deficiencies In Creativity And Visual Impact. Consideration Of Local Architectural Vernacular And Contextual Integration Is Minimal, Detracting From The Overall Quality Of The Design. Serious Reservations (20%): The Design Exhibits Poor Aesthetic Appeal And Architectural Coherence, Failing To Engage Visually Or Inspire Interest. Consideration Of Local Architectural Vernacular And Contextual Integration Is Lacking, Diminishing The Design's Relevance And Appropriateness. Unacceptable (0%): The Design Lacks Any Aesthetic Appeal Or Architectural Coherence, Showing No Effort To Engage Visually Or Integrate With The Local Architectural Vernacular. Consideration Of Contextual Integration Is Absent, Rendering The Design Unsuitable For The Project. I.ii Approach And Methodology For Detailed Engineering, Design, And Construction (40 Points) Excellent (100%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Is Exceptionally Clear, Feasible, Innovative, And Comprehensive. The Plan Demonstrates A High Level Of Understanding Of Project Problems, Risks, And Suggested Solutions, With Well-defined Strategies For Addressing Them. Good (80%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Is Clear, Feasible, And Comprehensive, With Some Innovative Elements. The Plan Adequately Addresses Project Problems, Risks, And Suggested Solutions, Though Some Areas May Require Further Development. Acceptable (70%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Satisfactorily Addresses Project Requirements, With A Basic Level Of Clarity And Feasibility. The Plan Outlines Strategies For Addressing Project Problems, Risks, And Suggested Solutions, Meeting The Minimum Expectations. Some Reservations (50%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Partially Addresses Project Requirements, With Notable Gaps In Clarity And Feasibility. The Plan Lacks Innovative Elements And May Inadequately Address Project Problems, Risks, And Suggested Solutions. Serious Reservations (20%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Demonstrates Significant Deficiencies In Clarity, Feasibility, And Comprehensiveness. The Plan Fails To Adequately Address Project Problems, Risks, And Suggested Solutions, Indicating A Lack Of Understanding Or Inadequate Planning. Unacceptable (0%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Is Unclear, Infeasible, And Lacks Comprehensiveness. The Plan Fails To Address Project Problems, Risks, And Suggested Solutions, Indicating A Fundamental Misunderstanding Or Disregard For Project Requirements. I.iii Quality Of Personnel Assigned To The Project (25 Points) Excellent (100%): The Personnel Assigned To The Project, Including Key Staff, Are Highly Suitable And Competent To Perform Their Duties. Key Staff Members Possess Exceptional Qualifications, Competence, Education, And Training Relevant To Their Roles, Demonstrating A High Level Of Expertise And Experience. Good (80%): The Personnel Assigned To The Project, Including Key Staff, Are Suitable And Competent To Perform Their Duties Effectively. Key Staff Members Possess Relevant Qualifications, Competence, Education, And Training, Demonstrating Solid Expertise And Experience. Acceptable (70%): The Personnel Assigned To The Project, Including Key Staff, Meet The Basic Requirements For Suitability And Competence In Performing Their Duties. Key Staff Members Possess General Qualifications And Competence, Education, And Training Relevant To Their Roles, Meeting The Minimum Expectations. Some Reservations (50%): The Personnel Assigned To The Project, Including Key Staff, Demonstrate Some Suitability And Competence In Performing Their Duties, But Notable Deficiencies Are Present. Key Staff Members May Lack Certain Qualifications, Competence, Education, Or Training, Raising Concerns About Their Ability To Effectively Fulfill Their Roles. Serious Reservations (20%): The Personnel Assigned To The Project, Including Key Staff, Exhibit Significant Deficiencies In Suitability And Competence To Perform Their Duties. Key Staff Members Lack Essential Qualifications, Competence, Education, Or Training, Indicating A Lack Of Expertise Or Experience Relevant To Their Roles. Unacceptable (0%): The Personnel Assigned To The Project, Including Key Staff, Are Unsuitable And Incompetent To Perform Their Duties Effectively. Key Staff Members Lack The Necessary Qualifications, Competence, Education, And Training, Demonstrating A Fundamental Mismatch With The Requirements Of Their Roles. I. Determinatioon Of The Merit Point Score The Aggregate Of The Scores In Each Criterion Must Be 70% Or More To Pass Using The Following Formula In Equation. Desciption Weight (w) Rating (r) Criteria 1 35% (smax/sact) Criteria 2 40% Sact Criteria 3 25% Sact Smax = Η (100) Sact = R1 +r2 +r3 + . . .(rη) Where Η = Number Of Subcriteria R = Rating Given To The Criteria/subcriteria The Actual Score (sact) For Each Of The Criteria/subcriteria Is Obtained By Adding All The Given Rating. (smax) Is The Summation Of Maximum Score Per Criteria Ii. Passing Rate The Specific Passing Rate Value Depends On The Specific Context Of The Project, The Priorities Of The Design And Build Committee, And The Complexity Of The Requirements Outlined In Ra 10575. Based On The Provided Criteria And Descriptions, The Passing Rate For The Merit Point Criteria (mpc) Could Be Set At 70%. This Means That Bidders Must Score At Least 70% Or Higher In The Evaluation Process To Be Considered As Meeting The Minimum Requirements For The Project A. Pass Rate Per Criteria Will Be Determined Using The Formula: Score = W1*r1 + W2*r2 + W3*r3 B. A Bid Or Technical Bid That Failed In Any Of The Criterias Will Not Be Considered For Further Evaluation C. Score Above 70% Will Be Considered As Technically Responsive. Aggregate Score Of Less Than 70% Will Be Considered Failed, And May Be Rejected On That Basis. Second-step Procedure: Only Those Bids That Passed The Above Criteria Shall Be Subjected To The Second Step Of Evaluation. The Bac Shall Open The Financial Proposal Of Each “passed” Bidder And Shall Evaluate It Using Non-discretionary Criteria – Including Arithmetical Corrections For Computational Errors – As Stated In The Bidding Documents, And Thus Determine The Correct Total Calculated Prices. The Bac Shall Automatically Disqualify Any Total Calculated Bid Price Which Exceeds The Abc 9. Data To Be Provided By The Bucor These Data Are For Reference Only And Does Not Guarantee The Contractor That The Data Provided Are Correct, Free From Error, And Applicable To The Project At Hand. The Contractor Is Responsible For The Accuracy Or Applicability Of Any Data That He Will Use In His Design– Build Proposal And Services. Sample Data For Buildings: A. Conceptual Plans 10. Documents To Be Provided By The Contractor During Contract Implementation A. Detailed Architectural And Engineering Plans B. Design Analysis C. Survey Data D. Quantity Calculation E. Detailed Geotechnical Investigation Report F. Design Report. G. As-built Plans, (printed Including Cad Files And Bim Files (lod 500) H. Other Relevant Documents 11. Design And Build Period The Winning Bidder Shall Commence Actual Works Upon The Issuance By The Bucor Of The Notice To Proceed (ntp). The Winning Bidder Shall Complete The Daed And Submit Within The Ninety (90) Calendar Days (cds) Period To The Bucor For Review And Approval. The Contractor Shall Complete The Construction Of The Building Within 365 Cds For The Total Contract Duration Of 455 Cds. Conforme: Name Of Company In Print Signature Over Printed Name Of Authorized Representative/date Section Vii. Drawings The Conceptual Drawings Should Be Attached To This Section Or Annexed In A Separate Folder As Part Of The First Envelope (technical Component Envelope). Preliminary Conceptual Architectural Design Plans In Accordance With The Degree Of Details Specified By The Procuring Entity: At Suitable Scale On High Quality A3 Blue Print Paper /digital Print Minimum Size) 1. Location Plan/vicinity Map 2. Perspective 3. Floor Plans 4. Front View Elevation 5. Rear View Elevation 6. Left Side View Elevation 7. Right Side View Elevation 8. Longitudinal Section 9. Transverse Section Section Viii. Bill Of Quantities The Bill Of Quantities Should Be Attached To This Section As Part Of The Second Envelope (financial Component Envelope). Section Ix. Checklist Of Technical And Financial Documents Checklist Of Technical And Financial Documents I. Technical Component Envelope Class “a” Documents Legal Documents ⬜ (a) Valid Philgeps Registration Certificate (platinum Membership) (all Pages) In Accordance With Section 8.5.2 Of The Irr; Technical Documents ⬜ (b) Statement Of The Prospective Bidder Of All Its Ongoing Government And Private Contracts, Including Contracts Awarded But Not Yet Started, If Any, Whether Similar Or Not Similar In Nature And Complexity To The Contract To Be Bid; And ⬜ (c) Statement Of The Bidder’s Single Largest Completed Contract (slcc) Similar To The Contract To Be Bid, Except Under Conditions Provided Under The Rules; And ⬜ (d) Special Pcab License In Case Of Joint Ventures And Registration For The Type And Cost Of The Contract To Be Bid; And ⬜ (e) Original Copy Of Bid Security. If In The Form Of A Surety Bond, Submit Also A Certification Issued By The Insurance Commission Or Original Copy Of Notarized Bid Securing Declaration; And (f) Project Requirements, Which Shall Include The Following: ⬜ A. Organizational Chart For The Contract To Be Bid; ⬜ B. List Of Contractor’s Key Personnel (e.g., Project Manager, Project Engineers, Materials Engineers, And Foremen), To Be Assigned To The Contract To Be Bid, With Their Complete Qualification And Experience Data; ⬜ C. List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership Or Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be; And ⬜ (g) Original Duly Signed Omnibus Sworn Statement (oss); And If Applicable, Original Notarized Secretary’s Certificate Or Board Resolution/partnership Resolution In Case Of A Corporation, Partnership, Or Cooperative; Or Original Notarized Special Power Of Attorney In Case Of Sole Proprietorship Of All Members Of The Joint Venture Giving Full Power And Authority To Its Officer To Sign The Oss And Do Acts To Represent The Bidder. And ⬜ (h) Conformity With The Technical Specifications (scope Of Work); And ⬜ (i) Preliminary Conceptual Architectural Design Plans In Accordance With The Degree Of Details Specified By The Procuring Entity: (at Suitable Scale On High Quality A3 Blue Print Paper /digital Print Minimum Size) 10. Location Plan/vicinity Map 11. Perspective 12. Floor Plans 13. Front View Elevation 14. Rear View Elevation 15. Left Side View Elevation 16. Right Side View Elevation 17. Longitudinal Section 18. Transverse Section ⬜ (j) Design And Construction Method And ⬜ (k) Value Engineering Analysis Of The Design And Construction Method. And Financial Documents ⬜ (l) The Prospective Bidder’s Computation Of Net Financial Contracting Capacity (nfcc) At Least Equal To The Abc. And Class “b” Documents ⬜ (m) Jv Bidders Shall Submit A Jva In Accordance With R.a. 4566 And Its Irr. Each Partner Of The Joint Venture Shall Submit Their Respective Philgeps Certificates Of Registration In Accordance With Section 8.5.2 Of This Irr. The Submission Of Technical And Financial Eligibility Documents By Any Of The Joint Venture Partners Constitutes Compliance: Provided, That The Partner Responsible To Submit The Nfcc Shall Likewise Submit The Statement Of All Of Its Ongoing Contracts And Audited Financial Statements. Ii. Financial Component Envelope ⬜ (n) Original Of Duly Signed And Accomplished Financial Bid Form; And Other Documentary Requirements Under Ra No. 9184 ⬜ (o) Original Of Duly Signed Bid Prices In The Bill Of Quantities; And ⬜ (p) Duly Accomplished Detailed Estimates Form, Including A Summary Sheet Indicating The Unit Prices Of Construction Materials, Labor Rates, And Equipment Rentals Used In Coming Up With The Bid; And ⬜ (q) Cash Flow And Payment Schedule. Bidding Form Company Letterhead Statement Of Ongoing Government & Private Contracts Design And Build Of Bureau Of Corrections Regional Prison Facility At Davao Prison And Penal Farm 2024 Statement Of All Its Ongoing Government And Or Private Contracts Including Contracts Awarded But Not Yet Started, If Any Whether Similar Or Not Similar In Nature. Name Of Contract Date Of Contract Contract Duration Owner’s Name And Address Nature Of Work Contractor’s Role (whether Sole Contractor, Subcontractor, Or Partner In A Jv) And Percentage Of Participation Total Contract Value At Award Date Of Completion Or Estimated Completion Time Value Of Outstanding Works Certified Correct: Name And Signature Of Authorized Representative Position Date Company Letterhead Statement Of Single Largest Completed Contract Design And Build Of Bureau Of Corrections Regional Prison Facility At Davao Prison And Penal Farm 2024 Statement Of Single (1) Largest Completed Contract Of Similar In Nature Within The Last Six (6) Years From The Date Of Submission And Receipt Of Bids Amounting To At Least Fifty Percent (50%) Of The Approved Budget Of The Contract (abc) Name Of Contract Date Of Contract Contract Duration Owner’s Name And Address Nature Of Work Contractor’s Role (whether Sole Contractor, Subcontractor, Or Partner In A Jv) And Percentage Of Participation Total Contract Value At Award Date Of Completion Or Estimated Completion Time Certified Correct: Name And Signature Of Authorized Representative Position Date Company Letterhead Design And Build Of Bureau Of Corrections Regional Prison Facility At Davao Prison And Penal Farm 2024 Republic Of The Philippines) City Of _______________________) S.s. X------------------------------------------------------x Bid Securing Declaration Invitation To Bid: [insert Reference Number] To: Bureau Of Corrections I/we, The Undersigned, Declare That: 1. I/we Understand That, According To Your Conditions, Bids Must Be Supported By A Bid Security, Which May Be In The Form Of A Bid-securing Declaration. 2. I/we Accept That: (a) I/we Will Be Automatically Disqualified From Bidding For Any Contract With Any Procuring Entity For A Period Of Two (2) Years Upon Receipt Of Your Blacklisting Order; And, (b) I/we Will Pay The Applicable Fine Provided Under Section 6 Of The Guidelines On The Use Of Bid Securing Declaration, Within Fifteen (15) Days From Receipt Of The Written Demand By The Procuring Entity For The Commission Of Acts Resulting To The Enforcement Of The Bid Securing Declaration Under Sections 23.1(b), 34.2, 40.1 And 69.1, Except 69.1(f), Of The Irr Of Ra 9184; Without Prejudice To Other Legal Action The Government May Undertake. 3. I/we Understand That This Bid Securing Declaration Shall Cease To Be Valid On The Following Circumstances: (a) Upon Expiration Of The Bid Validity Period, Or Any Extension Thereof Pursuant To Your Request; (b) I Am/we Are Declared Ineligible Or Post-disqualified Upon Receipt Of Your Notice To Such Effect, And (i) I/we Failed To Timely File A Request For Reconsideration Or (ii) I/we Filed A Waiver To Avail Of Said Right; (c) I Am/we Are Declared The Bidder With The Lowest Calculated Responsive Bid, And I/we Have Furnished The Performance Security And Signed The Contract. In Witness Whereof, I/we Have Hereunto Set My/our Hand/s This ____ Day Of [month] [year] At [place Of Execution]. ______________________________________________________ [insert Name Of Bidder’s Authorized Representative] _____________________________ [insert Signatory’s Legal Capacity] Affiant Subscribed And Sworn To Before Me This ___ Day Of [month] [year] At [place Of Execution], Philippines. Affiant/s Is/are Personally Known To Me And Was/were Identified By Me Through Competent Evidence Of Identity As Defined In The 2004 Rules On Notarial Practice (a.m. No. 02-8-13-sc). Affiant/s Exhibited To Me His/her [insert Type Of Government Identification Card Used], With His/her Photograph And Signature Appearing Thereon, With No. ____________ Issued On ______________ At ___________________________________. Witness My Hand And Seal This ___ Day Of [month] [year]. Name Of Notary Public Serial No. Of Commission _______________ Notary Public For _______ Until __________ Roll Of Attorneys No. __________________ Ptr No. ______ [date Issued], [place Issued] Ibp No. ______ [date Issued], [place Issued] Doc. No. _____ Page No. _____ Book No. _____ Series Of _____ Company Letterhead Omnibus Sworn Statement Design And Build Of Bureau Of Corrections Regional Prison Facility At Davao Prison And Penal Farm 2024 _________________________________________________________________________ Republic Of The Philippines ) City/municipality Of ______ ) S.s. Affidavit I, [name Of Affiant], Of Legal Age, [civil Status], [nationality], And Residing At [address Of Affiant], After Having Been Duly Sworn In Accordance With Law, Do Hereby Depose And State That: 1. [select One, Delete The Other:] [if A Sole Proprietorship:] I Am The Sole Proprietor Or Authorized Representative Of [name Of Bidder] With Office Address At [address Of Bidder]; [if A Partnership, Corporation, Cooperative, Or Joint Venture:] I Am The Duly Authorized And Designated Representative Of [name Of Bidder] With Office Address At [address Of Bidder]; 2. [select One, Delete The Other:] [if A Sole Proprietorship:] As The Owner And Sole Proprietor, Or Authorized Representative Of [name Of Bidder], I Have Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For Design And Build Of Bureau Of Corrections Regional Prison Facility At Davao Prison And Penal Farm 2024 Of The Bureau Of Corrections, As Shown In The Attached Duly Notarized Special Power Of Attorney; [if A Partnership, Corporation, Cooperative, Or Joint Venture:] I Am Granted Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For Design And Build Of Bureau Of Corrections Regional Prison Facility At Davao Prison And Penal Farm 2024 Of The Bureau Of Corrections, As Shown In The Attached [state Title Of Attached Document Showing Proof Of Authorization (e.g., Duly Notarized Secretary’s Certificate, Board/partnership Resolution, Or Special Power Of Attorney, Whichever Is Applicable;)]; 3. [name Of Bidder] Is Not “blacklisted” Or Barred From Bidding By The Government Of The Philippines Or Any Of Its Agencies, Offices, Corporations, Or Local Government Units, Foreign Government/foreign Or International Financing Institution Whose Blacklisting Rules Have Been Recognized By The Government Procurement Policy Board, By Itself Or By Relation, Membership, Association, Affiliation, Or Controlling Interest With Another Blacklisted Person Or Entity As Defined And Provided For In The Uniform Guidelines On Blacklisting; 4. Each Of The Documents Submitted In Satisfaction Of The Bidding Requirements Is An Authentic Copy Of The Original, Complete, And All Statements And Information Provided Therein Are True And Correct; 5. [name Of Bidder] Is Authorizing The Head Of The Procuring Entity Or Its Duly Authorized Representative(s) To Verify All The Documents Submitted; 6. [select One, Delete The Rest:] [if A Sole Proprietorship:] The Owner Or Sole Proprietor Is Not Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; [if A Partnership Or Cooperative:] None Of The Officers And Members Of [name Of Bidder] Is Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; [if A Corporation Or Joint Venture:] None Of The Officers, Directors, And Controlling Stockholders Of [name Of Bidder] Is Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; 7. [name Of Bidder] Complies With Existing Labor Laws And Standards; And 8. [name Of Bidder] Is Aware Of And Has Undertaken The Responsibilities As A Bidder In Compliance With The Philippine Bidding Documents, Which Includes: A. Carefully Examining All Of The Bidding Documents; B. Acknowledging All Conditions, Local Or Otherwise, Affecting The Implementation Of The Contract; C. Making An Estimate Of The Facilities Available And Needed For The Contract To Be Bid, If Any; And D. Inquiring Or Securing Supplemental/bid Bulletin(s) Issued For The Design And Build Of Bureau Of Corrections Regional Prison Facility At Davao Prison And Penal Farm 2024. 9. [name Of Bidder] Did Not Give Or Pay Directly Or Indirectly, Any Commission, Amount, Fee, Or Any Form Of Consideration, Pecuniary Or Otherwise, To Any Person Or Official, Personnel Or Representative Of The Government In Relation To Any Procurement Project Or Activity. 10. In Case Advance Payment Was Made Or Given, Failure To Perform Or Deliver Any Of The Obligations And Undertakings In The Contract Shall Be Sufficient Grounds To Constitute Criminal Liability For Swindling (estafa) Or The Commission Of Fraud With Unfaithfulness Or Abuse Of Confidence Through Misappropriating Or Converting Any Payment Received By A Person Or Entity Under An Obligation Involving The Duty To Deliver Certain Goods Or Services, To The Prejudice Of The Public And The Government Of The Philippines Pursuant To Article 315 Of Act No. 3815 S. 1930, As Amended, Or The Revised Penal Code. In Witness Whereof, I Have Hereunto Set My Hand This __ Day Of ___, 2024 At ____________, Philippines _____________________________________ Bidder’s Representative/authorized Signatory Affiant Subscribed And Sworn To Before Me This ___ Day Of [month] [year] At [place Of Execution], Philippines. Affiant/s Is/are Personally Known To Me And Was/were Identified By Me Through Competent Evidence Of Identity As Defined In The 2004 Rules On Notarial Practice (a.m. No. 02-8-13-sc). Affiant/s Exhibited To Me His/her [insert Type Of Government Identification Card Used], With His/her Photograph And Signature Appearing Thereon, With No. ____________ And Issued On ____________________ At _____________________. Witness My Hand And Seal This ___ Day Of [month] [year]. Name Of Notary Public Serial No. Of Commission _______________ Notary Public For _______ Until __________ Roll Of Attorneys No. __________________ Ptr No. ______ [date Issued], [place Issued] Ibp No. ______ [date Issued], [place Issued] Doc. No. _____ Page No. _____ Book No. _____ Series Of _____ Company Letterhead Certificate Of Net Financial Contracting Capacity Design And Build Of Bureau Of Corrections Regional Prison Facility At Davao Prison And Penal Farm 2024 (please Show Figures At How You Arrived At The Nfcc) This Is To Certify That Our Net Financial Contracting Capacity (nfcc) Is _____________________ (p____________) Which Is At Least Equal To The Total Ceiling Price We Are Bidding. The Amount Is Computed As Follows: (please Show Computation Of Nfcc) Nfcc = (ca-cl) (15) – C Where: Ca = Current Assets Cl = Current Liabilities C = Value Of All Outstanding Or Uncompleted Portions Of The Projects Under Going Contracts, Including Awarded Contracts Yet To Be Started Coinciding With The Contract For This Project Note: The Values Of The Bidder’s Current Assets And Current Liabilities Shall Be Based On The Audited Financial Statement Submitted To The Bir. Issued This _________________day Of ________________, 2024 _______________________________________________ Name & Signature Of Authorized Representative ____________________ Position _______________ Date Company Letterhead Bid Form Date: Ib No: To Bids And Awards Committee Bureau Of Corrections Nbp Reservation Muntinlupa City We, The Undersigned, Declare That: (a) We Have Examined And Have No Reservation To The Bidding Documents, Including Addenda, For The Contract Design And Build Of Bureau Of Corrections Regional Prison Facility At Davao Prison And Penal Farm 2024; (b) We Offer To Execute The Works For This Contract In Accordance With The Bid And Bid Data Sheet, General And Special Conditions Of Contract Accompanying This Bid; The Total Price Of Our Bid, Excluding Any Discounts Offered Below Is: ________________________________________₱_________________; The Discounts Offered And The Methodology For Their Application Are: [insert Information]; (c) Our Bid Shall Be Valid For A Period Of 120 Calendar Days From The Date Fixed For The Bid Submission Deadline In Accordance With The Bidding Documents, And It Shall Remain Binding Upon Us And May Be Accepted At Any Time Before The Expiration Of That Period; (d) If Our Bid Is Accepted, We Commit To Obtain A Performance Security In The Amount Of 30% Percent Of The Contract Price For The Due Performance Of The Contract; (e) Our Firm, Including Any Subcontractors Or Suppliers For Any Part Of The Contract, Have Nationalities From The Following Eligible Countries; (f) We Are Not Participating, As Bidders, In More Than One Bid In This Bidding Process, Other Than Alternative Offers In Accordance With The Bidding Documents; (g) Our Firm, Its Affiliates Or Subsidiaries, Including Any Subcontractors Or Suppliers For Any Part Of The Contract, Has Not Been Declared Ineligible By The Funding Source; (h) We Understand That This Bid, Together With Your Written Acceptance Thereof Included In Your Notification Of Award, Shall Constitute A Binding Contract Between Us, Until A Formal Contract Is Prepared And Executed; And (i) We Understand That You Are Not Bound To Accept The Lowest Calculated Bid Or Any Other Bid That You May Receive. (j) We Likewise Certify/confirm That The Undersigned, Is The Duly Authorized Representative Of The Bidder, And Granted Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For The Design And Build Of Bureau Of Corrections Regional Prison Facility At Davao Prison And Penal Farm 2024 Of The Bureau Of Corrections. (k) We Acknowledge That Failure To Sign Each And Every Page Of This Bid Form, Including The Bill Of Quantities, Shall Be A Ground For The Rejection Of Our Bid. Name: In The Capacity Of: Signed: Duly Authorized To Sign The Bid For And On Behalf Of: Date: ___________

Details: Description Philippine Bidding Documents Repair Of Lrp Motorpool (rebid) Government Of The Republic Of The Philippines Sixth Edition March 2024 Table Of Contents Glossary Of 4 Terms, Abbreviations, And Acronyms 4 Section I. Invitation To Bid 7 Section Ii. Instructions To Bidders 10 1. Scope Of Bid 11 2. Funding Information 11 3. Bidding Requirements 11 4. Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices 11 5. Eligible Bidders 12 6. Origin Of Associated Goods 12 7. Subcontracts 12 8. Pre-bid Conference 12 9. Clarification And Amendment Of Bidding Documents 12 10. Documents Comprising The Bid: Eligibility And Technical Components 13 11. Documents Comprising The Bid: Financial Component 13 12. Alternative Bids 13 13. Bid Prices 14 14. Bid And Payment Currencies 14 15. Bid Security 14 16. Sealing And Marking Of Bids 14 17. Deadline For Submission Of Bids 14 18. Opening And Preliminary Examination Of Bids 15 19. Detailed Evaluation And Comparison Of Bids 15 20. Post Qualification 15 21. Signing Of The Contract 15 Section Iii. Bid Data Sheet 16 Section Iv. General Conditions Of Contract 19 1. Scope Of Contract 20 2. Sectional Completion Of Works 20 3. Possession Of Site 20 4. The Contractor’s Obligations 20 5. Performance Security 21 6. Site Investigation Reports 21 7. Warranty 21 8. Liability Of The Contractor 21 9. Termination For Other Causes 21 10. Dayworks 22 11. Program Of Work 22 12. Instructions, Inspections And Audits 22 13. Advance Payment 22 14. Progress Payments 22 15. Operating And Maintenance Manuals 22 Section V. Special Conditions Of Contract 24 Section Vi. Specifications 26 Section Vii. Drawings 29 Section Viii. Bill Of Quantities 38 Section Ix. Checklist Of Technical And Financial Documents 43 Omnibus Sworn Statement 51 Certificate Of Net Financial Contracting Capacity 54 Bid Form 55 Glossary Of Terms, Abbreviations, And Acronyms Abc – Approved Budget For The Contract. Arcc – Allowable Range Of Contract Cost. Bac – Bids And Awards Committee. Bid – A Signed Offer Or Proposal To Undertake A Contract Submitted By A Bidder In Response To And In Consonance With The Requirements Of The Bidding Documents. Also Referred To As Proposal And Tender. (2016 Revised Irr, Section 5[c]) Bidder – Refers To A Contractor, Manufacturer, Supplier, Distributor And/or Consultant Who Submits A Bid In Response To The Requirements Of The Bidding Documents. (2016 Revised Irr, Section 5[d]) Bidding Documents – The Documents Issued By The Procuring Entity As The Bases For Bids, Furnishing All Information Necessary For A Prospective Bidder To Prepare A Bid For The Goods, Infrastructure Projects, And/or Consulting Services Required By The Procuring Entity. (2016 Revised Irr, Section 5[e]) Bir – Bureau Of Internal Revenue. Bsp – Bangko Sentral Ng Pilipinas. Cda – Cooperative Development Authority. Consulting Services – Refer To Services For Infrastructure Projects And Other Types Of Projects Or Activities Of The Gop Requiring Adequate External Technical And Professional Expertise That Are Beyond The Capability And/or Capacity Of The Gop To Undertake Such As, But Not Limited To: (i) Advisory And Review Services; (ii) Pre-investment Or Feasibility Studies; (iii) Design; (iv) Construction Supervision; (v) Management And Related Services; And (vi) Other Technical Services Or Special Studies. (2016 Revised Irr, Section 5[i]) Contract – Refers To The Agreement Entered Into Between The Procuring Entity And The Supplier Or Manufacturer Or Distributor Or Service Provider For Procurement Of Goods And Services; Contractor For Procurement Of Infrastructure Projects; Or Consultant Or Consulting Firm For Procurement Of Consulting Services; As The Case May Be, As Recorded In The Contract Form Signed By The Parties, Including All Attachments And Appendices Thereto And All Documents Incorporated By Reference Therein. Contractor – Is A Natural Or Juridical Entity Whose Proposal Was Accepted By The Procuring Entity And To Whom The Contract To Execute The Work Was Awarded. Contractor As Used In These Bidding Documents May Likewise Refer To A Supplier, Distributor, Manufacturer, Or Consultant. Cpi – Consumer Price Index. Dole – Department Of Labor And Employment. Dti – Department Of Trade And Industry. Foreign-funded Procurement Or Foreign-assisted Project – Refers To Procurement Whose Funding Source Is From A Foreign Government, Foreign Or International Financing Institution As Specified In The Treaty Or International Or Executive Agreement. (2016 Revised Irr, Section 5[b]). Gfi – Government Financial Institution. Gocc – Government-owned And/or –controlled Corporation. Goods – Refer To All Items, Supplies, Materials And General Support Services, Except Consulting Services And Infrastructure Projects, Which May Be Needed In The Transaction Of Public Businesses Or In The Pursuit Of Any Government Undertaking, Project Or Activity, Whether In The Nature Of Equipment, Furniture, Stationery, Materials For Construction, Or Personal Property Of Any Kind, Including Non-personal Or Contractual Services Such As The Repair And Maintenance Of Equipment And Furniture, As Well As Trucking, Hauling, Janitorial, Security, And Related Or Analogous Services, As Well As Procurement Of Materials And Supplies Provided By The Procuring Entity For Such Services. The Term “related” Or “analogous Services” Shall Include, But Is Not Limited To, Lease Or Purchase Of Office Space, Media Advertisements, Health Maintenance Services, And Other Services Essential To The Operation Of The Procuring Entity. (2016 Revised Irr, Section 5[r]) Gop – Government Of The Philippines. Infrastructure Projects – Include The Construction, Improvement, Rehabilitation, Demolition, Repair, Restoration Or Maintenance Of Roads And Bridges, Railways, Airports, Seaports, Communication Facilities, Civil Works Components Of Information Technology Projects, Irrigation, Flood Control And Drainage, Water Supply, Sanitation, Sewerage And Solid Waste Management Systems, Shore Protection, Energy/power And Electrification Facilities, National Buildings, School Buildings, Hospital Buildings, And Other Related Construction Projects Of The Government. Also Referred To As Civil Works Or Works. (2016 Revised Irr, Section 5[u]) Lgus – Local Government Units. Nfcc – Net Financial Contracting Capacity. Nga – National Government Agency. Pcab – Philippine Contractors Accreditation Board. Philgeps - Philippine Government Electronic Procurement System. Procurement Project – Refers To A Specific Or Identified Procurement Covering Goods, Infrastructure Project Or Consulting Services. A Procurement Project Shall Be Described, Detailed, And Scheduled In The Project Procurement Management Plan Prepared By The Agency Which Shall Be Consolidated In The Procuring Entity's Annual Procurement Plan. (gppb Circular No. 06-2019 Dated 17 July 2019) Psa – Philippine Statistics Authority. Sec – Securities And Exchange Commission. Slcc – Single Largest Completed Contract. Un – United Nations. Section I. Invitation To Bid Republic Of The Philippines Department Of Justice Bureau Of Corrections Leyte Regional Prison Abuyog, Leyte Invitation To Bid For Repair Of Lrp Motorpool (rebid) 1. The Leyte Regional Prison, Through The 2023 Continuing Funds Intends To Apply The Sum Of Two Million One Hundred Twenty-three Thousand Five Hundred Twenty-two Pesos & 10/100 (₱2,123,522.10) Being The Approved Budget Of The Contract (abc) To Payments Under The Contract For Repair Of Lrp Motorpool (rebid) With Identification Number Bid2024-001. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Leyte Regional Prison, Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required Two Hundred Ten (210) Calendar Days From The Receipt Of Notice To Proceed (ntp) And Contract Agreement. Bidders Should Have Completed A Contract Similar To The Project Amounting To At Least Fifty Percent (50%) Of The Abc Within The Last Four (4) Years. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. 4. Interested Bidders May Obtain Further Information From Leyte Regional Prison And Inspect The Bidding Documents At The Address Given Below From Monday To Friday From 8:00am To 5:00pm. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On March 14, 2024 8:00am - 5:00pm To April 3, 2024 8:00am – 8:55am From The Given Address And Website(s) Below. It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps) And The Website Of The Procuring Entity Bucor.gov.ph, Provided That Bidders Shall Pay The Applicable Fee Of Five Thousand Pesos Only (₱5,000.00) For The Bidding Documents Not Later Than The Submission Of Their Bids. The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person. 6. The Leyte Regional Prison Will Hold A Pre-bid Conference On March 22, 2024 -9:00am At Lrp – Conference Room, Administration Building, Leyte Regional Prison, Which Shall Be Open To Prospective Bidders. 7. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Office Address Indicated Below On Or Before April 3, 2024 – 8:55am. Late Bids Shall Not Be Accepted. 8. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 15. 9. Bid Opening Shall Be On April 3, 2024 – 9:00am At The Lrp – Conference Room, Administration Building, Leyte Regional Prison. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 10. The Leyte Regional Prison Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35.6 And 41 Of The 2016 Revised Irr Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 11. For Further Information, Please Refer To: Jeruel Go Office Of The Bac Secretariat Leyte Regional Prison Abuyog, Leyte Cp # 09455311532 Email: Lrpbac@bucor.gov.ph 12. You May Visit The Following Websites: For Downloading Of Bidding Documents Bucor.gov.ph Date Of Issue: March 14, 2024 Section Ii. Instructions To Bidders 1. Scope Of Bid The Leyte Regional Prison Invite Bids For The Repair Of Lrp Motorpool (rebid), With Identification Number Bid2024-001. The Repair Of Lrp Motorpool (rebid) (referred To Herein As “project”) Is Composed Of Works, As Described In Section Vi (specifications). 2. Funding Information 2.1. The Gop Through The Source Of Funding As Indicated Below For Cy 2024 In The Amount Of Two Million One Hundred Twenty-three Thousand Five Hundred Twenty-two Pesos & 10/100 (₱2,123,522.10). 2.2. The Source Of Funding Is Nga, The General Appropriations Act Or Special Appropriations. 3. Bidding Requirements The Bidding For The Project Shall Be Governed By All The Provisions Of Ra No. 9184 And Its 2016 Revised Irr, Including Its Generic Procurement Manual And Associated Policies, Rules And Regulations As The Primary Source Thereof, While The Herein Clauses Shall Serve As The Secondary Source Thereof. Any Amendments Made To The Irr And Other Gppb Issuances Shall Be Applicable Only To The Ongoing Posting, Advertisement, Or Invitation To Bid By The Bac Through The Issuance Of A Supplemental Or Bid Bulletin. The Bidder, By The Act Of Submitting Its Bid, Shall Be Deemed To Have Inspected The Site, Determined The General Characteristics Of The Contracted Works And The Conditions For This Project, Such As The Location And The Nature Of The Work; (b) Climatic Conditions; (c) Transportation Facilities; (c) Nature And Condition Of The Terrain, Geological Conditions At The Site Communication Facilities, Requirements, Location And Availability Of Construction Aggregates And Other Materials, Labor, Water, Electric Power And Access Roads; And (d) Other Factors That May Affect The Cost, Duration And Execution Or Implementation Of The Contract, Project, Or Work And Examine All Instructions, Forms, Terms, And Project Requirements In The Bidding Documents. 4. Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices The Procuring Entity, As Well As The Bidders And Contractors, Shall Observe The Highest Standard Of Ethics During The Procurement And Execution Of The Contract. They Or Through An Agent Shall Not Engage In Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices Defined Under Annex “i” Of The 2016 Revised Irr Of Ra No. 9184 Or Other Integrity Violations In Competing For The Project. 5. Eligible Bidders 5.1. Only Bids Of Bidders Found To Be Legally, Technically, And Financially Capable Will Be Evaluated. 5.2. The Bidder Must Have An Experience Of Having Completed A Single Largest Completed Contract (slcc) That Is Similar To This Project, Equivalent To At Least Fifty Percent (50%) Of The Abc Adjusted, If Necessary, By The Bidder To Current Prices Using The Psa’s Cpi, Except Under Conditions Provided For In Section 23.4.2.4 Of The 2016 Revised Irr Of Ra No. 9184. A Contract Is Considered To Be “similar” To The Contract To Be Bid If It Has The Major Categories Of Work Stated In The Bds. 5.3. For Foreign-funded Procurement, The Procuring Entity And The Foreign Government/foreign Or International Financing Institution May Agree On Another Track Record Requirement, As Specified In The Bidding Document Prepared For This Purpose. 5.4. The Bidders Shall Comply With The Eligibility Criteria Under Section 23.4.2 Of The 2016 Irr Of Ra No. 9184. 6. Origin Of Associated Goods There Is No Restriction On The Origin Of Goods Other Than Those Prohibited By A Decision Of The Un Security Council Taken Under Chapter Vii Of The Charter Of The Un. 7. Subcontracts 7.1. The Bidder May Subcontract Portions Of The Project To The Extent Allowed By The Procuring Entity As Stated Herein, But In No Case More Than Fifty Percent (50%) Of The Project. The Procuring Entity Has Prescribed That Subcontracting Is Not Allowed. 8. Pre-bid Conference The Procuring Entity Will Hold A Pre-bid Conference For This Project On The Specified Date And Time And Either At Its Physical Address As Indicated In Paragraph 6 Of The Ib. 9. Clarification And Amendment Of Bidding Documents Prospective Bidders May Request For Clarification On And/or Interpretation Of Any Part Of The Bidding Documents. Such Requests Must Be In Writing And Received By The Procuring Entity, Either At Its Given Address Or Through Electronic Mail Indicated In The Ib, At Least Ten (10) Calendar Days Before The Deadline Set For The Submission And Receipt Of Bids. 10. Documents Comprising The Bid: Eligibility And Technical Components 10.1. The First Envelope Shall Contain The Eligibility And Technical Documents Of The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 10.2. If The Eligibility Requirements Or Statements, The Bids, And All Other Documents For Submission To The Bac Are In Foreign Language Other Than English, It Must Be Accompanied By A Translation In English, Which Shall Be Authenticated By The Appropriate Philippine Foreign Service Establishment, Post, Or The Equivalent Office Having Jurisdiction Over The Foreign Bidder’s Affairs In The Philippines. For Contracting Parties To The Apostille Convention, Only The Translated Documents Shall Be Authenticated Through An Apostille Pursuant To Gppb Resolution No. 13-2019 Dated 23 May 2019. The English Translation Shall Govern, For Purposes Of Interpretation Of The Bid. 10.3. A Valid Pcab License Is Required, And In Case Of Joint Ventures, A Valid Special Pcab License, And Registration For The Type And Cost Of The Contract For This Project. Any Additional Type Of Contractor License Or Permit Shall Be Indicated In The Bds. 10.4. A List Of Contractor’s Key Personnel (e.g., Project Manager, Project Engineers, Materials Engineers, And Foremen) Assigned To The Contract To Be Bid, With Their Complete Qualification And Experience Data Shall Be Provided. These Key Personnel Must Meet The Required Minimum Years Of Experience Set In The Bds. 10.5. A List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership, Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be, Must Meet The Minimum Requirements For The Contract Set In The Bds. 11. Documents Comprising The Bid: Financial Component 11.1. The Second Bid Envelope Shall Contain The Financial Documents For The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 11.2. Any Bid Exceeding The Abc Indicated In Paragraph 1 Of The Ib Shall Not Be Accepted. 11.3. For Foreign-funded Procurement, A Ceiling May Be Applied To Bid Prices Provided The Conditions Are Met Under Section 31.2 Of The 2016 Revised Irr Of Ra No. 9184. 12. Alternative Bids Bidders Shall Submit Offers That Comply With The Requirements Of The Bidding Documents, Including The Basic Technical Design As Indicated In The Drawings And Specifications. Unless There Is A Value Engineering Clause In The Bds, Alternative Bids Shall Not Be Accepted. 13. Bid Prices All Bid Prices For The Given Scope Of Work In The Project As Awarded Shall Be Considered As Fixed Prices, And Therefore Not Subject To Price Escalation During Contract Implementation, Except Under Extraordinary Circumstances As Determined By The Neda And Approved By The Gppb Pursuant To The Revised Guidelines For Contract Price Escalation Guidelines. 14. Bid And Payment Currencies 14.1. Bid Prices May Be Quoted In The Local Currency Or Tradeable Currency Accepted By The Bsp At The Discretion Of The Bidder. However, For Purposes Of Bid Evaluation, Bids Denominated In Foreign Currencies Shall Be Converted To Philippine Currency Based On The Exchange Rate As Published In The Bsp Reference Rate Bulletin On The Day Of The Bid Opening. 14.2. Payment Of The Contract Price Shall Be Made In Philippine Pesos. 15. Bid Security 15.1. The Bidder Shall Submit A Bid Securing Declaration Or Any Form Of Bid Security In The Amount Indicated In The Bds, Which Shall Be Not Less Than The Percentage Of The Abc In Accordance With The Schedule In The Bds. 15.2. The Bid And Bid Security Shall Be Valid Until August 1, 2024. Any Bid Not Accompanied By An Acceptable Bid Security Shall Be Rejected By The Procuring Entity As Non-responsive. 16. Sealing And Marking Of Bids Each Bidder Shall Submit One Copy Of The First And Second Components Of Its Bid. The Procuring Entity May Request Additional Hard Copies And/or Electronic Copies Of The Bid. However, Failure Of The Bidders To Comply With The Said Request Shall Not Be A Ground For Disqualification. If The Procuring Entity Allows The Submission Of Bids Through Online Submission To The Given Website Or Any Other Electronic Means, The Bidder Shall Submit An Electronic Copy Of Its Bid, Which Must Be Digitally Signed. An Electronic Copy That Cannot Be Opened Or Is Corrupted Shall Be Considered Non-responsive And, Thus, Automatically Disqualified. 17. Deadline For Submission Of Bids The Bidders Shall Submit On The Specified Date And Time And Either At Its Physical Address Or Through Online Submission As Indicated In Paragraph 7 Of The Ib. 18. Opening And Preliminary Examination Of Bids 18.1. The Bac Shall Open The Bids In Public At The Time, On The Date, And At The Place Specified In Paragraph 9 Of The Ib. The Bidders’ Representatives Who Are Present Shall Sign A Register Evidencing Their Attendance. In Case Videoconferencing, Webcasting Or Other Similar Technologies Will Be Used, Attendance Of Participants Shall Likewise Be Recorded By The Bac Secretariat. In Case The Bids Cannot Be Opened As Scheduled Due To Justifiable Reasons, The Rescheduling Requirements Under Section 29 Of The 2016 Revised Irr Of Ra No. 9184 Shall Prevail. 18.2. The Preliminary Examination Of Bids Shall Be Governed By Section 30 Of The 2016 Revised Irr Of Ra No. 9184. 19. Detailed Evaluation And Comparison Of Bids 19.1. The Procuring Entity’s Bac Shall Immediately Conduct A Detailed Evaluation Of All Bids Rated “passed” Using Non-discretionary Pass/fail Criteria. The Bac Shall Consider The Conditions In The Evaluation Of Bids Under Section 32.2 Of 2016 Revised Irr Of Ra No. 9184. 19.2. If The Project Allows Partial Bids, All Bids And Combinations Of Bids As Indicated In The Bds Shall Be Received By The Same Deadline And Opened And Evaluated Simultaneously So As To Determine The Bid Or Combination Of Bids Offering The Lowest Calculated Cost To The Procuring Entity. Bid Security As Required By Itb Clause 16 Shall Be Submitted For Each Contract (lot) Separately. 19.3. In All Cases, The Nfcc Computation Pursuant To Section 23.4.2.6 Of The 2016 Revised Irr Of Ra No. 9184 Must Be Sufficient For The Total Of The Abcs For All The Lots Participated In By The Prospective Bidder. 20. Post Qualification Within A Non-extendible Period Of Five (5) Calendar Days From Receipt By The Bidder Of The Notice From The Bac That It Submitted The Lowest Calculated Bid, The Bidder Shall Submit Its Latest Income And Business Tax Returns Filed And Paid Through The Bir Electronic Filing And Payment System (efps), And Other Appropriate Licenses And Permits Required By Law And Stated In The Bds. 21. Signing Of The Contract The Documents Required In Section 37.2 Of The 2016 Revised Irr Of Ra No. 9184 Shall Form Part Of The Contract. Additional Contract Documents Are Indicated In The Bds. Section Iii. Bid Data Sheet Itb Clause Bid Data Sheet 5.2 For This Purpose, Contracts Similar To The Project Refer To Contracts Which Have The Same Major Categories Of Work, Which Shall Be: Electrical (residential, Commercial, Industrial, Maintenance, Installation, Construction) Works And Repair, Rehabilitation And Infrastructure/construction Works 7.1 Subcontracting Is Not Allowed 10.3 A Valid Pcab License Is Required, And In Case Of Joint Ventures, A Valid Special Pcab License, And Registration For The Type And Cost Of The Contract For This Project. 10.4 The Key Personnel Must Meet The Required Minimum Years Of Experience Set Below: Key Personnel General Experience Relevant Experience Project Manager Duly Licensed Civil Engineer/architect With At Least 5 Years’ Experience Similar Or Comparable Projects, With Knowledge In The Application Of Rapid Construction Foreman With At Least 5 Years’ Experience As Foreman Similar Or Comparable Projects, With Knowledge In The Application Of Rapid Construction 10.5 The Minimum Major Equipment Requirements Are The Following: Equipment Capacity Number Of Units Service Vehicle For Hauling Of Materials One (1) Cement Mixer 1 Bagger One (1) 12.0 No Further Instructions 15.1 The Bid Security Shall Be In The Form Of A Bid Securing Declaration, Or Any Of The Following Forms And Amounts: The Amount Of Not Less Than P42,470.44 Or Two Percent (2%) Of Abc, If Bid Security Is In Cash, Cashier’s/manager’s Check, Bank Draft/guarantee Or Irrevocable Letter Of Credit; Or The Amount Of Not Less Than 106,176.10 Or Five Percent (5%) Of Abc] If Bid Security Is In Surety Bond. 19.2 Partial Bids Are Not Allowed 20 Within A Non-extendible Period Of Five (5) Calendar Days From Receipt By The Bidder Of The Notice From The Bac That It Submitted The Lowest Calculated Bid, The Bidder Shall Submit The Following Documentary Requirements: • Conformity With The Technical Specifications (scope Of Work); And • Conformity With The Plans/drawings. • Each And Every Page Of The Bid Data Sheets And Special Conditions Of The Contract Shall Be Initialed By The Authorized Representative Of The Bidder. • The Prospective Bidder’s Audited Financial Statements, Showing, Among Others, The Prospective Bidder’s Total And Current Assets And Liabilities, Stamped “received” By The Bir Or Its Duly Accredited And Authorized Institutions, For The Preceding Calendar Year Which Should Not Be Earlier Than Two (2) Years From The Date Of Bid Submission. 21 Additional Contract Documents Relevant To The Project That May Be Required By Existing Laws And/or The Procuring Entity, Such As Construction Schedule And S-curve, Manpower Schedule, Construction Methods, Equipment Utilization Schedule, Construction Safety And Health Program Approved By The Dole, And Other Acceptable Tools Of Project Scheduling. Section Iv. General Conditions Of Contract 1. Scope Of Contract This Contract Shall Include All Such Items, Although Not Specifically Mentioned, That Can Be Reasonably Inferred As Being Required For Its Completion As If Such Items Were Expressly Mentioned Herein. All The Provisions Of Ra No. 9184 And Its 2016 Revised Irr, Including The Generic Procurement Manual, And Associated Issuances, Constitute The Primary Source For The Terms And Conditions Of The Contract, And Thus, Applicable In Contract Implementation. Herein Clauses Shall Serve As The Secondary Source For The Terms And Conditions Of The Contract. This Is Without Prejudice To Sections 74.1 And 74.2 Of The 2016 Revised Irr Of Ra No. 9184 Allowing The Gppb To Amend The Irr, Which Shall Be Applied To All Procurement Activities, The Advertisement, Posting, Or Invitation Of Which Were Issued After The Effectivity Of The Said Amendment. 2. Sectional Completion Of Works If Sectional Completion Is Specified In The Special Conditions Of Contract (scc), References In The Conditions Of Contract To The Works, The Completion Date, And The Intended Completion Date Shall Apply To Any Section Of The Works (other Than References To The Completion Date And Intended Completion Date For The Whole Of The Works). 3. Possession Of Site 3.1 The Procuring Entity Shall Give Possession Of All Or Parts Of The Site To The Contractor Based On The Schedule Of Delivery Indicated In The Scc, Which Corresponds To The Execution Of The Works. If The Contractor Suffers Delay Or Incurs Cost From Failure On The Part Of The Procuring Entity To Give Possession In Accordance With The Terms Of This Clause, The Procuring Entity’s Representative Shall Give The Contractor A Contract Time Extension And Certify Such Sum As Fair To Cover The Cost Incurred, Which Sum Shall Be Paid By Procuring Entity. 3.2 If Possession Of A Portion Is Not Given By The Above Date, The Procuring Entity Will Be Deemed To Have Delayed The Start Of The Relevant Activities. The Resulting Adjustments In Contract Time To Address Such Delay May Be Addressed Through Contract Extension Provided Under Annex “e” Of The 2016 Revised Irr Of Ra No. 9184. 4. The Contractor’s Obligations The Contractor Shall Employ The Key Personnel Named In The Schedule Of Key Personnel Indicating Their Designation, In Accordance With Itb Clause 10.3 And Specified In The Bds, To Carry Out The Supervision Of The Works. The Procuring Entity Will Approve Any Proposed Replacement Of Key Personnel Only If Their Relevant Qualifications And Abilities Are Equal To Or Better Than Those Of The Personnel Listed In The Schedule. 5. Performance Security 5.1. Within Ten (10) Calendar Days From Receipt Of The Notice Of Award From The Procuring Entity But In No Case Later Than The Signing Of The Contract By Both Parties, The Successful Bidder Shall Furnish The Performance Security In Any Of The Forms Prescribed In Section 39 Of The 2016 Revised Irr. 5.2. The Contractor, By Entering Into The Contract With The Procuring Entity, Acknowledges The Right Of The Procuring Entity To Institute Action Pursuant To Ra No. 3688 Against Any Subcontractor Be They An Individual, Firm, Partnership, Corporation, Or Association Supplying The Contractor With Labor, Materials And/or Equipment For The Performance Of This Contract. 6. Site Investigation Reports The Contractor, In Preparing The Bid, Shall Rely On Any Site Investigation Reports Referred To In The Scc Supplemented By Any Information Obtained By The Contractor. 7. Warranty 7.1. In Case The Contractor Fails To Undertake The Repair Works Under Section 62.2.2 Of The 2016 Revised Irr, The Procuring Entity Shall Forfeit Its Performance Security, Subject Its Property(ies) To Attachment Or Garnishment Proceedings, And Perpetually Disqualify It From Participating In Any Public Bidding. All Payables Of The Gop In His Favor Shall Be Offset To Recover The Costs. 7.2. The Warranty Against Structural Defects/failures, Except That Occasioned-on Force Majeure, Shall Cover The Period From The Date Of Issuance Of The Certificate Of Final Acceptance By The Procuring Entity. Specific Duration Of The Warranty Is Found In The Scc. 8. Liability Of The Contractor Subject To Additional Provisions, If Any, Set Forth In The Scc, The Contractor’s Liability Under This Contract Shall Be As Provided By The Laws Of The Republic Of The Philippines. If The Contractor Is A Joint Venture, All Partners To The Joint Venture Shall Be Jointly And Severally Liable To The Procuring Entity. 9. Termination For Other Causes Contract Termination Shall Be Initiated In Case It Is Determined Prima Facie By The Procuring Entity That The Contractor Has Engaged, Before, Or During The Implementation Of The Contract, In Unlawful Deeds And Behaviors Relative To Contract Acquisition And Implementation, Such As, But Not Limited To Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices As Stated In Itb Clause 4. 10. Dayworks Subject To The Guidelines On Variation Order In Annex “e” Of The 2016 Revised Irr Of Ra No. 9184, And If Applicable As Indicated In The Scc, The Dayworks Rates In The Contractor’s Bid Shall Be Used For Small Additional Amounts Of Work Only When The Procuring Entity’s Representative Has Given Written Instructions In Advance For Additional Work To Be Paid For In That Way. 11. Program Of Work 11.1. The Contractor Shall Submit To The Procuring Entity’s Representative For Approval The Said Program Of Work Showing The General Methods, Arrangements, Order, And Timing For All The Activities In The Works. The Submissions Of The Program Of Work Are Indicated In The Scc. 11.2. The Contractor Shall Submit To The Procuring Entity’s Representative For Approval An Updated Program Of Work At Intervals No Longer Than The Period Stated In The Scc. If The Contractor Does Not Submit An Updated Program Of Work Within This Period, The Procuring Entity’s Representative May Withhold The Amount Stated In The Scc From The Next Payment Certificate And Continue To Withhold This Amount Until The Next Payment After The Date On Which The Overdue Program Of Work Has Been Submitted. 12. Instructions, Inspections And Audits The Contractor Shall Permit The Gop Or The Procuring Entity To Inspect The Contractor’s Accounts And Records Relating To The Performance Of The Contractor And To Have Them Audited By Auditors Of The Gop Or The Procuring Entity, As May Be Required. 13. Advance Payment The Procuring Entity Shall, Upon A Written Request Of The Contractor Which Shall Be Submitted As A Contract Document, Make An Advance Payment To The Contractor In An Amount Not Exceeding Fifteen Percent (15%) Of The Total Contract Price, To Be Made In Lump Sum, Or At The Most Two Installments According To A Schedule Specified In The Scc, Subject To The Requirements In Annex “e” Of The 2016 Revised Irr Of Ra No. 9184. 14. Progress Payments The Contractor May Submit A Request For Payment For Work Accomplished. Such Requests For Payment Shall Be Verified And Certified By The Procuring Entity’s Representative/project Engineer. Except As Otherwise Stipulated In The Scc, Materials And Equipment Delivered On The Site But Not Completely Put In Place Shall Not Be Included For Payment. 15. Operating And Maintenance Manuals 15.1. If Required, The Contractor Will Provide “as Built” Drawings And/or Operating And Maintenance Manuals As Specified In The Scc. 15.2. If The Contractor Does Not Provide The Drawings And/or Manuals By The Dates Stated Above, Or They Do Not Receive The Procuring Entity’s Representative’s Approval, The Procuring Entity’s Representative May Withhold The Amount Stated In The Scc From Payments Due To The Contractor. Section V. Special Conditions Of Contract Special Conditions Of Contract Gcc Clause 2 Sectional Completion Is Not Applicable The Intended Completion Date Is Two Hundred Ten (210) Calendar Days From The Date Of Receipt Of The Ntp. 4.1 The Procuring Entity Shall Give Possession Of All Parts Of The Site To The Contractor From The Date Of The Receipt Of Notice To Proceed (ntp). 6 No Further Instructions 7.2 A Five (5) Year Warranty Against Structural Defects/failures, Except That Occasioned-on Force Majeure, Shall Cover The Period From The Date Of Issuance Of The Certificate Of Final Acceptance By The Procuring Entity. 10 No Day Works Are Applicable To The Contract. 11.1 The Contractor Shall Submit The Program Of Work To The Procuring Entity’s Representative Within Fourteen (14) Days Of Delivery Of The Notice Of Award. 11.2 The Amount To Be Withheld For Late Submission Of An Updated Program Of Work Is Fifty Thousand Pesos (p50,000.00). 13 The Amount Of The Advance Payment Is Fifteen Percent (15%) Of The Contract Price To Be Made In Lump Sum Upon Submission To And Acceptance By The Bureau Of Corrections Of An Irrevocable Standby Letter Of Credit Of Equivalent Value From A Commercial Bank, A Bank Guarantee Or A Surety Bond Callable Upon Demand Issued By A Surety Or Insurance Company Duly Licensed By The Insurance Commission And Confirmed By The Bureau Of Corrections. 14 Materials And Equipment Delivered On The Site But Not Completely Put In Place Shall Not Be Included For Payment. 15.1 The Date By Which Operating And Maintenance Manuals Are Required Is Upon Actual Completion Of The Project. The Date By Which “as Built” Drawings Are Required Is Upon Actual Completion Of The Project. 15.2 The Amount To Be Withheld For Failing To Produce “as Built” Drawings And/or Operating And Maintenance Manuals By The Date Required Is Equivalent To Five Percent (5%) Of The Contract Price. Section Vi. Specifications Scope Of Works Item No. Description Amount 1.0 Earthworks 130,100.00 Scope Of Work: 1. Clearing And Grubbing Of The Proposed Site For The Project. 2. To Provide Suitable Filling Materials To Level The Existing Ground. Proper Compaction Must Be Observed. 3. Excavation Works For Column Footing And Wall Footing 4. To Provide Gravel Bedding For All Structure Layed Against The Soil/ground. 5. Backfilling And Compaction Of Excavated Soil. 2.0 Formworks 92,015.00 Scope Of Work: 1. Fabrication And Installation Of Forms For Column Pedestals. 2. Installation Of Shoring And Flat Forms For Erection Of Steel Columns 3.0 Concrete Works 322,700.00 Scope Of Work: 1. Concreting Of All Structural Reinforced Concrete Members (footing, Column Pedestal, Approach Beam, Wall Footing & Slab-on-grade) 2. All Column Footing & Slab Shall Be Laid In A Well Compacted Soil. 3. Minimum Concrete Cover Should Be Observed & Applied To All Members. 4. Provide 6" Chb Plastered Wall For Areas To Be Elevated From The Existing Ground To Attain Leveled Ground Surface. 4.0 Steel Reinforcement 135,030.00 Scope Of Work: 1. Fabrication Of Steel Reinforcements For All Structural Members. 2. Observed Correct/appropriate Bar Splicing For Each Steel Reinforcement Installation. Contract Duration: 210 Calendar Days Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Scope Of Works Item No. Description Amount 5.0 Masonry Works 241,759.00 Scope Of Work: 1. Installation Of 6" Chb For Concrete Parapet Wall At The Back Of Each Parking Space. 2. Plastering Of Installed Chb Wall And Structural Surfaces. 3. Provide 6" Chb Plastered Wall For Areas To Be Elevated From The Existing Ground To Attain Leveled Ground Surface. 6.0 Roofing, Trusses & Other Steel Works 655,490.50 1. Installation Of Schedule 40, 4" Diameter G.i. Pipe For Columns 2. Installation Of 6" C-channel Steel Rafter. 3. Provide Strut Lateral Support For Columns. See Strut Details. 4. Installation Of 0.5mm Thick Corrugated G.i. Sheet Framed With 2"x4"x1.5mm C-purlins 5. Installation Of Roofing Accessories. 7.0 Painting Works 70,014.00 1. Painting Of All Exposed Masonry Surfaces. 2. To Provide Black-yellow Zebra Paint For Concrete Pedestal & Concrete Zocallo. 3. Painting Of All Steel Frames With Epoxy Paint Primer, With Enamel Black Paint For Top Coat. 4. Paint Of Corrugated G.i. Sheet With Red Oxide With Chocolate Brown Roofguard Topcoat. 5. Provide Black-yellow Zebra Paint For Steel Columns. 8.0 Electrical Works 38,226.50 1. Installation Of Flexible Hose And Wirings For Lighting & Outlets 2. To Use Outdoor Unit Convenience Outlets With Cover Estimated Direct Cost (edc) 1,685,335.00 Overhead, Contingencies, Miscellaneous (ocm), 10% 168,533.50 Contractor's Profit (cp), 10% 168,533.50 Value Added Tax (vat), 5% 101,120.10 Approved Budget For The Contract (abc) 2,123,522.10 Contract Duration: 210 Calendar Days Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Section Vii. Drawings Contract Duration: 210 Calendar Days Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Contract Duration: 210 Calendar Days Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Contract Duration: 210 Calendar Days Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Contract Duration: 210 Calendar Days Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Contract Duration: 210 Calendar Days Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Contract Duration: 210 Calendar Days Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Contract Duration: 210 Calendar Days Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Contract Duration: 210 Calendar Days Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Section Viii. Bill Of Quantities Republic Of The Philippines Department Of Justice Bureau Of Corrections Leyte Regional Prison Abuyog, Leyte Project: Repair Of Lrp Motorpool (rebid) Bill Of Materials Quantity Unit Materials Unit Cost Total Amount I. Earthworks Works : 150 Cu.m Earthfill (ready Mix Material) 450.00 67,500.00 30 Cu.m Gravel G1 (gravel Bedding) 1,000.00 30,000.00 Material Cost ₱ 97,500.00 45 Cu.m Excavation 280.00 12,600.00 1.00 Lot Gravel Bedding 10,000.00 10,000.00 1.00 Lot Backfilling And Compaction 10,000.00 10,000.00 Labor/equipment Cost ₱ 32,600.00 Sub-total (mat'l, Labor & Equipment Cost) ₱ 130,100.00 Ii. Formworks : 7 Pcs Ordinary Plywood, Local Made, 1/2" 800.00 5,600.00 200 Pcs Coco Lumber, 2" X 2" X 12' 120.00 24,000.00 70 Pcs Coco Lumber, 2" X 3" X 12' 180.00 12,600.00 70 Pcs Coco Lumber, 2" X 4" X 12' 240.00 16,800.00 25 Kgs Cwn #4 85.00 2,125.00 25 Kgs Cwn #3 85.00 2,125.00 15 Kgs Cwn # 2 1/2 90.00 1,350.00 10 Kgs Cwn # 1 1/2 90.00 900.00 5 Pcs Nylon #100 45.00 225.00 Material Cost ₱ 65,725.00 Labor Cost ₱ 26,290.00 Sub-total (mat'l & Labor Cost) ₱ 92,015.00 Iii. Concrete Works : 475 Bags Portland Cement Type 1 280.00 133,000.00 50 Cu.m 3/4" Gravel, Crushed 1,250.00 62,500.00 35 Cu.m Coarse Sand 1,000.00 35,000.00 Material Cost ₱ 230,500.00 Labor Cost ₱ 92,200.00 Sub-total (mat'l, Labor & Equipment Cost) ₱ 322,700.00 Contract Duration: 210 Calendar Days Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Iv. Steel Reinforcement : 75 Pcs 16mmø Rsb 440.00 33,000.00 360 Pcs 10mmø Rsb 165.00 59,400.00 40 Kgs No. 16 Tie Wire 90.00 3,600.00 5 Pcs Hacksaw Blade 90.00 450.00 Material Cost ₱ 96,450.00 Labor Cost ₱ 38,580.00 Sub-total (mat'l, Labor & Equipment Cost) ₱ 135,030.00 V. Masonry Works : 2,040 Pcs 6" Chb, Standard 22.00 44,880.00 320 Bags Portland Cement 280.00 89,600.00 18 Cu.m Fine Sand 1,000.00 18,000.00 110 Pcs 10mm Ø Deformed Bar 165.00 18,150.00 12 Kgs No. 16 Tie Wire 90.00 1,080.00 5 Roll Nylon #100 45.00 225.00 8 Roll Nylon #30 45.00 360.00 3 Mtrs Wire Mesh (sand Screen) 130.00 390.00 Material Cost ₱ 172,685.00 Labor Cost ₱ 69,074.00 Sub-total (mat'l & Labor Cost) ₱ 241,759.00 Vi. Roofing, Trusses & Other Steel Works: 25 Pcs 4" G.i. Pipe, Sched 40. 8,800.00 220,000.00 10 Pcs C-channel, 50x150x4.0mm 2,500.00 25,000.00 5 Pcs Tubular Bar, 50x100x1.5mm 1,400.00 7,000.00 27 Pcs 1 1/2" X 1 1/2" X 4mm Angle Bar 900.00 24,300.00 80 Pcs 2"x4"x1.5mm C-purlins 800.00 64,000.00 16 Pcs Sag Rod, 12mm X 6m Plain Bar 260.00 4,160.00 25 Pcs 1" X 1" X 4mm Angle Bar 550.00 13,750.00 12 Pcs 1" X 4mm Flat Bar 350.00 4,200.00 32 Pcs Pre-painted Fascia Cover, 0.5mm X 2.4m 400.00 12,800.00 96 Pcs Corr. G.i. Sheet, 0.5mm X 12' 820.00 78,720.00 32 Pcs Corr. G.i. Sheet, 0.5mm X 10' 630.00 20,160.00 2,400 Pcs Tex Screw, 2 1/2" 3.50 8,400.00 4 Box Blind Rivets, 1" X 5/32" 550.00 2,200.00 4 Pcs Vulcaseal 640.00 2,560.00 5 Pcs Hacksaw Blade 90.00 450.00 20 Pcs Welding Rod 160.00 3,200.00 5 Pcs Cutting Disc, 14" (for Metal) 390.00 1,950.00 Material Cost ₱ 492,850.00 Labor Cost ₱ 162,640.50 Sub-total (mat'l, Labor & Equipment Cost) ₱ 655,490.50 Contract Duration: 210 Calendar Days Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Vii. Painting Works : 3 Gals Epoxy Primer W/ Catalyst 1,000.00 3,000.00 2 Gals Epoxy Paint Reducer 650.00 1,300.00 3 Gals Enamel Paint, Black 800.00 2,400.00 1 Gals Enamel Paint, Yellow 800.00 800.00 10 Sheets Sanding Paper, #100 50.00 500.00 1 Pcs Roller Brush, 7" 140.00 140.00 2 Pcs Paint Brush, 2 1/2" 75.00 150.00 2 Pcs Paint Brush, 4" 110.00 220.00 18 Gals Red Oxide 700.00 12,600.00 15 Gals Lacquer Thinner 600.00 9,000.00 20 Gals Roof Guard, Chocolate Brown 800.00 16,000.00 2 Gals Flat Latex Paint, White 750.00 1,500.00 2 Gals Semi-gloss Latex Paint, Black 800.00 1,600.00 1 Gals Semi-gloss Latex Paint, Yellow 800.00 800.00 Material Cost ₱ 50,010.00 Labor Cost ₱ 20,004.00 Sub-total (mat'l & Labor Cost) ₱ 70,014.00 Viii. Electrical Works: 120 Mtrs Flexible Hose, 1/2" 30.00 3,600.00 30 Pcs Flexible Hose Connector With Clip 13.00 390.00 1 Pcs 3/4" Pvc Long Elbow 90° 55.00 55.00 1 Pc 3/4" Conduit Pipe 150.00 150.00 1 Pc Entrance Cap 3/4" Dia. 120.00 120.00 20 Pcs Junction Box W/ Cover And Screw, 4" X 4" 65.00 1,300.00 5 Pcs Utility Box Deep Type, 2" X 4" 60.00 300.00 1 Box 2.0 Sq. Mm. Thhn Stranded Wire @150m/box 4,000.00 4,000.00 1 Box 3.5 Sq. Mm. Thhn Stranded Wire @150m/box 5,000.00 5,000.00 2 Set 2-gang Switch 345.00 690.00 2 Pcs 2-gang Convenience Outlet, Outdoor Type 450.00 900.00 8 Pcs Led T8 Linear Light Box Type 2x18watts (1.2m) With Housing 1,000.00 8,000.00 1 Set 6 Holes Panel Board, Plug - In, 2 Wire + Ground 1 - 100at 2p Mccb 2 - 30at, 2p Mccb 1 - 15at, 2p Mccb 4,500.00 4,500.00 5 Rolls Electrical Tape (big) 80.00 400.00 Material Cost ₱ 29,405.00 Labor Cost ₱ 8,821.50 Sub-total (mat'l & Labor Cost) ₱ 38,226.50 Contract Duration: 210 Calendar Days Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Estimated Direct Cost (edc) ₱ 1,685,335.00 Overhead, Contingencies, Miscellaneous (ocm), 10% ₱ 168,533.50 Contractor's Profit (cp), 10% ₱ 168,533.50 Value Added Tax (vat), 5% ₱ 101,120.10 Approved Budget For The Contract (abc) ₱ 2,123,522.10 Contract Duration: 210 Calendar Days Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Section Ix. Checklist Of Technical And Financial Documents Checklist Of Technical And Financial Documents I. Technical Component Envelope Class “a” Documents Legal Documents ⬜ (a) Valid Philgeps Registration Certificate (platinum Membership) (all Pages) In Accordance With Section 8.5.2 Of The Irr; Technical Documents ⬜ (b) Statement Of The Prospective Bidder Of All Its Ongoing Government And Private Contracts, Including Contracts Awarded But Not Yet Started, If Any, Whether Similar Or Not Similar In Nature And Complexity To The Contract To Be Bid; And ⬜ (c) Statement Of The Bidder’s Single Largest Completed Contract (slcc) Similar To The Contract To Be Bid, Except Under Conditions Provided Under The Rules; And ⬜ (d) Special Pcab License In Case Of Joint Ventures And Registration For The Type And Cost Of The Contract To Be Bid; And ⬜ (e) Original Copy Of Bid Security. If In The Form Of A Surety Bond, Submit Also A Certification Issued By The Insurance Commission Or Original Copy Of Notarized Bid Securing Declaration; And (f) Project Requirements, Which Shall Include The Following: ⬜ A. Organizational Chart For The Contract To Be Bid; ⬜ B. List Of Contractor’s Key Personnel (e.g., Project Manager, Project Engineers, Materials Engineers, And Foremen), To Be Assigned To The Contract To Be Bid, With Their Complete Qualification And Experience Data; ⬜ C. List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership Or Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be; And ⬜ (g) Original Duly Signed Omnibus Sworn Statement (oss) And If Applicable, Original Notarized Secretary’s Certificate In Case Of A Corporation, Partnership, Or Cooperative; Or Original Special Power Of Attorney Of All Members Of The Joint Venture Giving Full Power And Authority To Its Officer To Sign The Oss And Do Acts To Represent The Bidder. Financial Documents ⬜ (h) The Prospective Bidder’s Computation Of Net Financial Contracting Capacity (nfcc). Class “b” Documents ⬜ (i) If Applicable, Duly Signed Joint Venture Agreement (jva) In Accordance With Ra No. 4566 And Its Irr In Case The Joint Venture Is Already In Existence Or Duly Notarized Statements From All The Potential Joint Venture Partners Stating That They Will Enter Into And Abide By The Provisions Of The Jva In The Instance That The Bid Is Successful. Ii. Financial Component Envelope ⬜ (j) Original Of Duly Signed And Accomplished Financial Bid Form; And Other Documentary Requirements Under Ra No. 9184 ⬜ (k) Original Of Duly Signed Bid Prices In The Bill Of Quantities; And ⬜ (l) Duly Accomplished Detailed Estimates Form, Including A Summary Sheet Indicating The Unit Prices Of Construction Materials, Labor Rates, And Equipment Rentals Used In Coming Up With The Bid; And ⬜ (m) Cash Flow By Quarter. X. Bidding Forms Company Letterhead Statement Of Ongoing Government & Private Contracts Repair Of Lrp Motorpool (rebid) Bid Reference No.: Bid2024-001 Statement Of All Its Ongoing Government And Or Private Contracts Including Contracts Awarded But Not Yet Started, If Any Whether Similar Or Not Similar In Nature. Name Of Contract Date Of Contract Contract Duration Owner’s Name And Address Nature Of Work Contractor’s Role (whether Sole Contractor, Subcontractor, Or Partner In A Jv) And Percentage Of Participation Total Contract Value At Award Date Of Completion Or Estimated Completion Time Value Of Outstanding Works Certified Correct: Name And Signature Of Authorized Representative Position Date Company Letterhead Statement Of Single Largest Completed Contract Repair Of Lrp Motorpool (rebid) Bid Reference No.: Bid2024-001 Statement Of Single (1) Largest Completed Contract Of Similar In Nature Within The Last Four (4) Years From The Date Of Submission And Receipt Of Bids Amounting To At Least Fifty Percent (50%) Of The Approved Budget Of The Contract (abc) Name Of Contract Date Of Contract Contract Duration Owner’s Name And Address Nature Of Work Contractor’s Role (whether Sole Contractor, Subcontractor, Or Partner In A Jv) And Percentage Of Participation Total Contract Value At Award Date Of Completion Or Estimated Completion Time Certified Correct: Name And Signature Of Authorized Representative Position Date Company Letterhead Repair Of Lrp Motorpool (rebid) Bid Reference No.: Bid2024-001 Republic Of The Philippines) City Of _______________________) S.s. X------------------------------------------------------x Bid Securing Declaration Invitation To Bid: [insert Reference Number] To: Leyte Regional Prison I/we, The Undersigned, Declare That: 1. I/we Understand That, According To Your Conditions, Bids Must Be Supported By A Bid Security, Which May Be In The Form Of A Bid-securing Declaration. 2. I/we Accept That: (a) I/we Will Be Automatically Disqualified From Bidding For Any Contract With Any Procuring Entity For A Period Of Two (2) Years Upon Receipt Of Your Blacklisting Order; And, (b) I/we Will Pay The Applicable Fine Provided Under Section 6 Of The Guidelines On The Use Of Bid Securing Declaration, Within Fifteen (15) Days From Receipt Of The Written Demand By The Procuring Entity For The Commission Of Acts Resulting To The Enforcement Of The Bid Securing Declaration Under Sections 23.1(b), 34.2, 40.1 And 69.1, Except 69.1(f), Of The Irr Of Ra 9184; Without Prejudice To Other Legal Action The Government May Undertake. 3. I/we Understand That This Bid Securing Declaration Shall Cease To Be Valid On The Following Circumstances: (a) Upon Expiration Of The Bid Validity Period, Or Any Extension Thereof Pursuant To Your Request; (b) I Am/we Are Declared Ineligible Or Post-disqualified Upon Receipt Of Your Notice To Such Effect, And (i) I/we Failed To Timely File A Request For Reconsideration Or (ii) I/we Filed A Waiver To Avail Of Said Right; (c) I Am/we Are Declared The Bidder With The Lowest Calculated Responsive Bid, And I/we Have Furnished The Performance Security And Signed The Contract. In Witness Whereof, I/we Have Hereunto Set My/our Hand/s This ____ Day Of [month] [year] At [place Of Execution]. [insert Name Of Bidder’s Authorized Representative] [insert Signatory’s Legal Capacity] Affiant Subscribed And Sworn To Before Me This ___ Day Of [month] [year] At [place Of Execution], Philippines. Affiant/s Is/are Personally Known To Me And Was/were Identified By Me Through Competent Evidence Of Identity As Defined In The 2004 Rules On Notarial Practice (a.m. No. 02-8-13-sc). Affiant/s Exhibited To Me His/her [insert Type Of Government Identification Card Used], With His/her Photograph And Signature Appearing Thereon, With No. ________ And His/her Community Tax Certificate No. _______ Issued On ____ At ______. Witness My Hand And Seal This ___ Day Of [month] [year]. Name Of Notary Public Serial No. Of Commission _______________ Notary Public For _______ Until __________ Roll Of Attorneys No. __________________ Ptr No. ______ [date Issued], [place Issued] Ibp No. ______ [date Issued], [place Issued] Doc. No. _____ Page No. _____ Book No. _____ Series Of _____ Company Letterhead Repair Of Lrp Motorpool (rebid) Bid Reference No.: Bid2024-001 Omnibus Sworn Statement Republic Of The Philippines ) City/municipality Of ______ ) S.s. Affidavit I, [name Of Affiant], Of Legal Age, [civil Status], [nationality], And Residing At [address Of Affiant], After Having Been Duly Sworn In Accordance With Law, Do Hereby Depose And State That: 1. Select One, Delete The Other: If A Sole Proprietorship: I Am The Sole Proprietor Or Authorized Representative Of [name Of Bidder] With Office Address At [address Of Bidder]; If A Partnership, Corporation, Cooperative, Or Joint Venture: I Am The Duly Authorized And Designated Representative Of [name Of Bidder] With Office Address At [address Of Bidder]; 2. Select One, Delete The Other: If A Sole Proprietorship: As The Owner And Sole Proprietor, Or Authorized Representative Of [name Of Bidder], I Have Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For Repair Of Lrp Motorpool (rebid) Of The Leyte Regional Prison As Shown In The Attached Duly Notarized Special Power Of Attorney; If A Partnership, Corporation, Cooperative, Or Joint Venture: I Am Granted Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For The Repair Of Lrp Motorpool (rebid) Of The Leyte Regional Prison, As Shown In The Attached [state Title Of Attached Document Showing Proof Of Authorization (e.g., Duly Notarized Secretary’s Certificate, Board/partnership Resolution, Or Special Power Of Attorney, Whichever Is Applicable;)]; 3. [name Of Bidder] Is Not “blacklisted” Or Barred From Bidding By The Government Of The Philippines Or Any Of Its Agencies, Offices, Corporations, Or Local Government Units, Foreign Government/foreign Or International Financing Institution Whose Blacklisting Rules Have Been Recognized By The Government Procurement Policy Board By Itself Or By Relation, Membership, Association, Affiliation, Or Controlling Interest With Another Blacklisted Person Or Entity As Defined And Provided For In The Uniform Guidelines On Blacklisting ; 4. Each Of The Documents Submitted In Satisfaction Of The Bidding Requirements Is An Authentic Copy Of The Original, Complete, And All Statements And Information Provided Therein Are True And Correct; 5. [name Of Bidder] Is Authorizing The Head Of The Procuring Entity Or Its Duly Authorized Representative(s) To Verify All The Documents Submitted; 6. Select One, Delete The Rest: If A Sole Proprietorship: The Owner Or Sole Proprietor Is Not Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; If A Partnership Or Cooperative: None Of The Officers And Members Of [name Of Bidder] Is Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; If A Corporation Or Joint Venture: None Of The Officers, Directors, And Controlling Stockholders Of [name Of Bidder] Is Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; 7. [name Of Bidder] Complies With Existing Labor Laws And Standards; And 8. [name Of Bidder] Is Aware Of And Has Undertaken The Following Responsibilities As A Bidder: A) Carefully Examine All Of The Bidding Documents; B) Acknowledge All Conditions, Local Or Otherwise, Affecting The Implementation Of The Contract; C) Made An Estimate Of The Facilities Available And Needed For The Contract To Be Bid, If Any; And D) Inquire Or Secure Supplemental/bid Bulletin(s) Issued For The Repair Of Lrp Motorpool (rebid). 9. [name Of Bidder] Did Not Give Or Pay Directly Or Indirectly, Any Commission, Amount, Fee, Or Any Form Of Consideration, Pecuniary Or Otherwise, To Any Person Or Official, Personnel Or Representative Of The Government In Relation To Any Procurement Project Or Activity. 1. In Case Advance Payment Was Made Or Given, Failure To Perform Or Deliver Any Of The Obligations And Undertakings In The Contract Shall Be Sufficient Grounds To Constitute Criminal Liability For Swindling (estafa) Or The Commission Of Fraud With Unfaithfulness Or Abuse Of Confidence Through Misappropriating Or Converting Any Payment Received By A Person Or Entity Under An Obligation Involving The Duty To Deliver Certain Goods Or Services, To The Prejudice Of The Public And The Government Of The Philippines Pursuant To Article 315 Of Act No. 3815 S. 1930, As Amended, Or The Revised Penal Code. In Witness Whereof, I Have Hereunto Set My Hand This __ Day Of ___, 20__ At ____________, Philippines. _____________________________________ Bidder’s Representative/authorized Signatory Subscribed And Sworn To Before Me This ___ Day Of [month] [year] At [place Of Execution], Philippines. Affiant/s Is/are Personally Known To Me And Was/were Identified By Me Through Competent Evidence Of Identity As Defined In The 2004 Rules On Notarial Practice (a.m. No. 02-8-13-sc). Affiant/s Exhibited To Me His/her [insert Type Of Government Identification Card Used], With His/her Photograph And Signature Appearing Thereon, With No. ________ And His/her Community Tax Certificate No. _______ Issued On ____ At ______. Witness My Hand And Seal This ___ Day Of [month] [year]. Name Of Notary Public Serial No. Of Commission _______________ Notary Public For _______ Until __________ Roll Of Attorneys No. __________________ Ptr No. ______ [date Issued], [place Issued] Ibp No. ______ [date Issued], [place Issued] Doc. No. _____ Page No. _____ Book No. _____ Series Of _____ Company Letterhead Repair Of Lrp Motorpool (rebid) Bid Reference No.: Bid2024-001 Certificate Of Net Financial Contracting Capacity (please Show Figures At How You Arrived At The Nfcc) This Is To Certify That Our Net Financial Contracting Capacity (nfcc) Is _____________________(p____________) Which Is At Least Equal To The Total Ceiling Price We Are Bidding. The Amount Is Computed As Follows: (please Show Computation Of Nfcc) Nfcc = (ca-cl) (15) – C Where: Ca = Current Assets Cl = Current Liabilities C = Value Of All Outstanding Or Uncompleted Portions Of The Projects Under Going Contracts, Including Awarded Contracts Yet To Be Started Coinciding With The Contract For This Project Note: The Values Of The Bidder’s Current Assets And Current Liabilities Shall Be Based On The Data Submitted To The Bir, Through Its Electronic Filing And Payment System (efps). (per Gppb Resolution No. 20-2013, July 13, 2013) Latest Annual Tax Return Must Be Attached To The Nfcc Computation That Was Filed Thru Electronic Filing And Payment Systems (efps) And Must Be Duly Validated With The Tax Payments Made Thereon For The Preceding Tax Year Be It On A Calendar Of Fiscal Year Income Per Revenue Regulations 3-2005 Issued This _______day Of __________2024. _______________________________________________ Name & Signature Of Authorized Representative ____________________ Position _______________ Date Company Letterhead Repair Of Lrp Motorpool (rebid) Bid Reference No.: Bid2024-001 Bid Form Date: Invitation To Bid No: To: Bids And Awards Committee Leyte Regional Prison We, The Undersigned, Declare That: (a) We Have Examined And Have No Reservation To The Bidding Documents, Including Addenda, For The Contract Repair Of Lrp Motorpool (rebid) At Leyte Regional Prison; (b) We Offer To Execute The Works For This Contract In Accordance With The Bid And Bid Datasheet, General And Special Conditions Of Contract Accompanying This Bid; The Total Price Of Our Bid, Excluding Any Discounts Offered Below Is: ________________________________________₱_________________; The Discounts Offered And The Methodology For Their Application Are: [insert Information]; (c) Our Bid Shall Be Valid For A Period Of 120 Calendar Days From The Date Fixed For The Bid Submission Deadline In Accordance With The Bidding Documents, And It Shall Remain Binding Upon Us And May Be Accepted At Any Time Before The Expiration Of That Period; (d) If Our Bid Is Accepted, We Commit To Obtain A Performance Security In The Amount Of 30% Percent Of The Contract Price For The Due Performance Of The Contract; (e) Our Firm, Including Any Subcontractors Or Suppliers For Any Part Of The Contract, Have Nationalities From The Following Eligible Countries; (f) We Are Not Participating, As Bidders, In More Than One Bid In This Bidding Process, Other Than Alternative Offers In Accordance With The Bidding Documents; (g) Our Firm, Its Affiliates Or Subsidiaries, Including Any Subcontractors Or Suppliers For Any Part Of The Contract, Has Not Been Declared Ineligible By The Funding Source; (h) We Understand That This Bid, Together With Your Written Acceptance Thereof Included In Your Notification Of Award, Shall Constitute A Binding Contract Between Us, Until A Formal Contract Is Prepared And Executed; And (i) We Understand That You Are Not Bound To Accept The Lowest Calculated Bid Or Any Other Bid That You May Receive. (j) We Likewise Certify/confirm That The Undersigned, Is The Duly Authorized Representative Of The Bidder, And Granted Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For The Construction Of Dialysis Center At New Bilibid Prison Of The Bureau Of Corrections. (k) We Acknowledge That Failure To Sign Each And Every Page Of This Bid Form, Including The Bill Of Quantities, Shall Be A Ground For The Rejection Of Our Bid. Name:_____________________________________________________________ In The Capacity Of:____________________________________________________ Signed:____________________________________________________________ Duly Authorized To Sign The Bid For And On Behalf Of:________________________ Date: ___________ Republic Of The Philippines Department Of Justice Bureau Of Corrections Leyte Regional Prison Abuyog, Leyte Schedule Of Prices Repair Of Lrp Motorpool (rebid) Bid Reference No.: Bid2024-001 Quantity Unit Materials Unit Cost Total Amount I. Earthworks Works : 150 Cu.m Earthfill (ready Mix Material) 30 Cu.m Gravel G1 (gravel Bedding) Material Cost ₱ 45 Cu.m Excavation 1.00 Lot Gravel Bedding 1.00 Lot Backfilling And Compaction Labor/equipment Cost ₱ Sub-total (mat'l, Labor & Equipment Cost) ₱ Ii. Formworks : 7 Pcs Ordinary Plywood, Local Made, 1/2" 200 Pcs Coco Lumber, 2" X 2" X 12' 70 Pcs Coco Lumber, 2" X 3" X 12' 70 Pcs Coco Lumber, 2" X 4" X 12' 25 Kgs Cwn #4 25 Kgs Cwn #3 15 Kgs Cwn # 2 1/2 10 Kgs Cwn # 1 1/2 5 Pcs Nylon #100 Material Cost ₱ Labor Cost ₱ Sub-total (mat'l & Labor Cost) ₱ Iii. Concrete Works : 475 Bags Portland Cement Type 1 50 Cu.m 3/4" Gravel, Crushed 35 Cu.m Coarse Sand Material Cost ₱ Labor Cost ₱ Sub-total (mat'l, Labor & Equipment Cost) ₱ Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Quantity Unit Materials Unit Cost Total Amount Iv. Steel Reinforcement : 75 Pcs 16mmø Rsb 360 Pcs 10mmø Rsb 40 Kgs No. 16 Tie Wire 5 Pcs Hacksaw Blade Material Cost ₱ Labor Cost ₱ Sub-total (mat'l, Labor & Equipment Cost) ₱ V. Masonry Works : 2,040 Pcs 6" Chb, Standard 320 Bags Portland Cement 18 Cu.m Fine Sand 110 Pcs 10mm Ø Deformed Bar 12 Kgs No. 16 Tie Wire 5 Roll Nylon #100 8 Roll Nylon #30 3 Mtrs Wire Mesh (sand Screen) Material Cost ₱ Labor Cost ₱ Sub-total (mat'l & Labor Cost) ₱ Vi. Roofing, Trusses & Other Steel Works: 25 Pcs 4" G.i. Pipe, Sched 40. 10 Pcs C-channel, 50x150x4.0mm 5 Pcs Tubular Bar, 50x100x1.5mm 27 Pcs 1 1/2" X 1 1/2" X 4mm Angle Bar 80 Pcs 2"x4"x1.5mm C-purlins 16 Pcs Sag Rod, 12mm X 6m Plain Bar 25 Pcs 1" X 1" X 4mm Angle Bar 12 Pcs 1" X 4mm Flat Bar 32 Pcs Pre-painted Fascia Cover, 0.5mm X 2.4m 96 Pcs Corr. G.i. Sheet, 0.5mm X 12' 32 Pcs Corr. G.i. Sheet, 0.5mm X 10' 2,400 Pcs Tex Screw, 2 1/2" 4 Box Blind Rivets, 1" X 5/32" 4 Pcs Vulcaseal 5 Pcs Hacksaw Blade 20 Pcs Welding Rod 5 Pcs Cutting Disc, 14" (for Metal) Material Cost ₱ Labor Cost ₱ Sub-total (mat'l, Labor & Equipment Cost) ₱ Conforme: ___________________________________________ Name Of Company In Print ___________________________________________ Signature Over Printed Name Of Authorized Representative Quantity Unit Materials Unit Cost Total Amount Vii. Painting Works : 3 Gals Epoxy Primer W/ Catalyst 2 Gals Epoxy Paint Reducer 3 Gals Enamel Paint, Black 1 Gals Enamel Paint, Yellow 10 Sheets Sanding Paper, #100 1 Pcs Roller Brush, 7" 2 Pcs Paint Brush, 2 1/2" 2 Pcs Paint Brush, 4" 18 Gals Red Oxide 15 Gals Lacquer Thinner 20 Gals Roof Guard, Chocolate Brown 2 Gals Flat Latex Paint, White 2 Gals Semi-gloss Latex Paint, Black 1 Gals Semi-gloss Latex Paint, Yellow Material Cost ₱ Labor Cost ₱ Sub-total (mat'l & Labor Cost) ₱ Viii. Electrical Works: 120 Mtrs Flexible Hose, 1/2" 30 Pcs Flexible Hose Connector With Clip 1 Pcs 3/4" Pvc Long Elbow 90° 1 Pc 3/4" Conduit Pipe 1 Pc Entrance Cap 3/4" Dia. 20 Pcs Junction Box W/ Cover And Screw, 4" X 4" 5 Pcs Utility Box Deep Type, 2" X 4" 1 Box 2.0 Sq. Mm. Thhn Stranded Wire @150m/box 1 Box 3.5 Sq. Mm. Thhn Stranded Wire @150m/box 2 Set 2-gang Switch 2 Pcs 2-gang Convenience Outlet, Outdoor Type 8 Pcs Led T8 Linear Light Box Type 2x18watts (1.2m) With Housing 1 Set 6 Holes Panel Board, Plug - In, 2 Wire + Ground 1 - 100at 2p Mccb 2 - 30at, 2p Mccb 1 - 15at, 2p Mccb 5 Rolls Electrical Tape (big) Material Cost ₱ Labor Cost ₱ Sub-total (mat'l & Labor Cost) ₱ Total Bid Price ₱_________________________ Total Bid Price In Words _____________________________________________________________ Material Cost ₱ Sub-total ₱

Details: Description Project Title : Construction Of Pink Room, Hems Unit And Gad Wellness Court Location : Devmh Compound, Bood, Ubay, Bohol Estimated Project Cost : Php 5,200,000.00 Terms Of Reference Summary Of Works A. General Requirements I. Mobilization/demobilization • The Work Consists Of The Mobilization And Demobilization Of The Contractor’s Forces And Equipment Necessary For Performing The Work Required Under The Contract. Ii. Permits And Licenses • Process And Submit Building Permit, Structural Design Review Including Sign And Seal Of Structural Plans, Electrical Review, Analysis, Computations And Signature Of Pee On Electrical Plans, And Occupancy Permit. Iii. Temporary Facilities • Temporary Facilities Shall Be Provided During The Construction Period And Will Be Constructed Within The Hospital Compound, Which Shall Serve As The Field Office, Storage Of Materials And Bunkhouse For The Workers. The Contractor Shall Provide And Maintain Temporary Power & Lighting, Temporary Water Service & Security Within The Construction Site. Iv. Health, Safety & Environment Control (complete Ppe, Safety Equipment & Devices & Safety Accessories And Signages) V. As-built (record) Drawings & Related Documents • Submit One (1) Completed Set Of Signed And Sealed As-built Plans (whiteprint Copy) • Submit One (1) Set Of Electronic Files Of Signed And Sealed As-built Plans (cadd Editable File) • The Drawings Shall Be Supplemented With Descriptive Specification As Appropriate To Clearly Record The Exact Form And Content Of Work Described In This Specification And On The Drawings. • Maintain A Complete And Accurate Record Of All Changes Or Deviations To The Contract Documents And Shop Drawings In The Trade Contractor’s Field Office. Such Record Copy Shall Indicate The Work As Actually Constructed And Be Available For Hospital Appointed Engineer To Review. • Incorporate All Minor Revisions And Clarifications Noted Thru The Field Modification Process Which May Not Necessarily Be Shown On The Architectural Drawings Or Issued As Addenda, Bulletins, Or Change Orders. • Field Changes Shall Be Neatly And Correctly Shown On One Set Of Record Prints On A Daily Basis By The Foreman, Or Superintendent Of Each Trade; And This Set Will Act As A Record Set At Completion Of The Work And Is Intended To Be Of Assistance To The Trade Contractor In Preparing Record Documents. B. Civil Works I. Site Works • Clearing & Grubbing - Including Leveling & Compaction Of Existing Ground • The Contractor Shall Be Responsible In Setting Out Reference Lines, Elevations (lines And Grades) Prior And During The Execution Of The Works. All References Shall Be Maintained And Protected By The Contractor At His Own Expense. Disturbed References Shall Be Restored To Its Original Position Without Extra Cost To The Healthcare Facility. Ii. Earthworks Ii.1. Excavation • All Excavation Shall Be Performed By The Contractor To The Excavation Lines, Grades And Slopes And Profiles Shown In The Drawings. Excavation Beyond The Normal Limits Shall Not Be Paid For. Ii.2. Backfilling Including Compaction • Fill And Backfill Materials Shall Consist Of Suitable Materials From Excavation Or From Approved Borrow Areas, And Shall Be Free From Roots, Wood Scraps, Vegetations, And Other Extraneous Materials And From Large Clods Of Earth Or Stones Greater Than 100mm. Backfilling May Only Proceed When Concrete Has Sufficiently Cured. Observe Enough Care During Backfilling Not To Disturb Or Damage The Newly Placed Concrete. Iii. Structural & Concrete Works (refer Applicable Sections On Chapter 4 Of The Nscp, For Quality Of Materials, Workmanship, Execution, Acceptance, Etc.) Iii.1. General • Provide All Labor, Materials, Equipment, Transportation, And Services Required To Complete All Work Specified Herein Indicated Or As Shown On The Drawings. • Work Includes But Is Not Limited To: D.1.1 Construction Slabs, Beams, Etc. D.1.2. Septic Vault, Drainage Trenches, Manholes Iii.2. Standards • Except As Modified By Governing Codes And By Contract Documents, Comply With The Provisions And Recommendations Of The Following, Latest Edition:  Ansi American National Standards Institute  Astm American Society For Testing Of Materials  Aci American Concrete Institute  Nbcp National Building Code Of The Philippines And Its Revised Irr  Nscp National Structural Code Of The Philippines Iii.3. Concrete • Structural Concrete – Concrete Pouring Using Concrete Strength 4,000 Psi Ready Mix Or Job Mixed Concrete Together With The Concrete Cylinder Sample For Testing Materials. • Stiffener Column, Lintel Beam And Concrete Sink - Concrete Pouring Using Concrete Strength 3,500 Psi Ready Mix Or Job Mixed Concrete Together With The Concrete Cylinder Sample For Testing Materials. • Concrete Mix Shall Be Subject To Adjustment To Attain The Required Strength Or Desired Mix Consistency, Subject To Approval Of The Hospital Engineer. • Portland Cement, Type 1 • Manufactured Or River-run Run Gravel For Structural Concrete, ¾ “max Properly Graded” • Washed Sand For Structural Concrete • Water: Use Potable Water Free From Alkaline Or Deleterious Substance That May Affect The Strength Of Concrete. Use Of Rain Water Will Not Be Permitted. • All Materials Shall Be Free From Clay, Lumps Or Any Deleterious Object Or Matter That Will Impair The Strength Of Concrete. • Mixing Shall Be Thoroughly Done In A Mixer Of An Approved Size And Type To Insure A Uniform Distribution Of The Materials Throughout The Mass. • Site-mixed Concrete (job Mixed Concrete) - All Structural Concrete Shall Be Machine-mixed For At Least 1 ½ Minutes After All Materials Including Water Are In The Mixing Drum. No Hand Mixing Shall Be Allowed, Except In Case Of Emergency Of Breakdown During Pouring Operations. • Ready-mixed Concrete - Mixed And Delivered From A Plant Approved By The Project Manager, And Shall Be In Strict Compliance With The Requirements Set Forth In Astm C94. • Concrete Shall Be Placed Only After All Formworks, Materials To Be Embedded, And Preparation Of Surface Involved In The Placing Have Been Inspected And Approved By The Hospital Engineer. The Contractor Shall Provide Equipment And Shall Employ Methods That Will Minimize Separation Of Aggregates From The Concrete Mix. Concrete In Columns Shall Be Placed In One Continuous Operation. Concrete In Girders, Beams And Slabs In Superstructures Shall Be Poured In A Monolithic And Continuous Manner. No Construction Joint Shall Be Allowed On Any Part Of The Structure Without The Approval Of The Hospital Engineer. • Slump Of Concrete Shall Not Exceed 3 Inches • Placement Of Concrete Shall Be In Accordance To Standard Norms, When Using Portable Concrete Mixers. • Cure Concrete Sprinkling Water And Wetted Continuously For 7-day Period. Iii.4. Steel Reinforcements • Steel Reinforcements Shall Be Astm A615, Deformed Steel Bars, Grade 60. • Supply, Fabricate And Install Reinforcing Steel As Shown On Drawings. Placing Of Steel Reinforcements Shall Be In Accordance With Current Industry (local) Code (or Aci-347). • Secure The Reinforcements Using #16 G.i. Tie Wires. • Steel Reinforcement Shall Be Provided Together With All The Necessary Tie Wires, Spacers, Support And Other Necessary Devices. Reinforcing Steel Shall Be Accurately Cut And Bent In Accordance With The Approved Detailed Reinforcement Drawings. The Hospital Engineer May Require The Contractor To Prepare And Submit Bar Cutting Schedule Prior To Fabrication Of Reinforcing Steel Bars. • Steel Reinforcements Shall Be Free From Mill Scales, Rusts, Oils, Contamination That Will Impair The Bonding Property To Concrete. Iii.5. Formworks • All Forms Shall Be Designed By The Contractor For A Safe Construction Activity And Installed To Dimensions Shown On The Drawings. • Use Phenolic Boards On Formworks With Shoring Supports. • Forms Shall Be Used Whenever Necessary To Confine The Concrete And Shape It To The Required Lines And Dimensions, Or To Protect The Concrete From Contamination. Forms Shall Have Sufficient Strength To Withstand The Pressure Resulting From Placement And Vibration Of The Concrete, And Shall Be Maintained Rigidly In Correct Position. Forms Shall Be Sufficiently Tight To Prevent Loss Of Mortar From The Concrete. • Stripping Of Forms Shall Only Commence After The Concrete Has Gained Sufficient Strength (min Of 7 Days) For Major Structural Elements. Iii.6. Structural Steel And Metal Works (refer Chapter 5 Of The Nscp) • Materials Steel And Metals For The Works Shall Meet The Requirements Of Astm A36, Hot-rolled Shapes And Plates. • All Steels Shall Be Primed With Epoxy-based Paint With -2- Finish Coats, Grey Colored Paint, Color Sample Must Be Submitted To Architect’s/engineer’s For Approval. Substrate Preparation Shall Meet The Requirements Of The Applicable Clauses Of The Steel Structures Painting Council, For Industrial Type Of Construction. All Surfaces Shall Be Free From Mill Scale, Rusts, Oils Or Any Contaminants Detrimental To Adhesion Of Paint. • Welding Works Shall Be In Accordance With Structural Welding Code (american Welding Society-d1.1, Latest Edition). Welding Electrodes Shall Be E6013 And E6012, Minimum, Meeting The Requirements Of Aws A.5. All Welders Shall Meet The Qualifications Under The Aws Codes And Standards. • All Works Under This Item Shall Be Subject To Verification By The Engineer Prior To Commencement Of Fabrication. Contractor Is To Submit Shop Drawings For Architect’s/engineer’s Review Prior To Execution. • Roof Framing Roof Framings/rafters Shall Be Constructed, Erected, And Properly Anchored To The Roof Beams Or Columns As Indicated In Drawings. C. Architectural Works Furnish Materials And Labor And All Incidentals Necessary For The Completion Of All Architectural Works Shown On Drawings And As Herein Specified. I. Floor Finishes I.1. Tile Works • General: All Surfaces To Receive Tiles, Shall Be Free From Loose Plaster, Where Required, Existing Setting Mortar Bed Shall Be Stripped, Removed To Allow Proper Setting Of Tiles To Desired Finished Elevation. No Separate Payment For Trimming Existing Mortar Bed And Shall Be Deemed Included Elsewhere. • Common Areas And Offices – 60mx60cm Non-skid Ceramic Tiles. • All Toilets – 30cmx30cm Non-skid Ceramic Tiles. • Material Shall Be Subject To Review And Approval Of The Architect. Contractor To Submit Samples For Color And Texture Selection Prior To Delivery And Installation. • All Floor Cuttings On Both Ends Of The Walls Shall Be Of Equal Width. • Tile Grout Color To Match Color Of Tiles Or As Directed By The Architect. • Setting Bed Or Mortar Shall Be Dry Mixed, Sand-cement Mix With Water Added To Produce The Desired Consistency And Slurry Mix For Adhesion. Use Tile Adhesive For Areas That Are Less Than 1.5 Inches From Finish Floor Line. • All Exposed Corner Edges Shall Be Provided With Aluminum Stair Nosing. • No Human Traffic Or Construction Loads Shall Be Applied To All Newly Installed Tiles, And Allow Setting Mortar And Adhesive To Cure Prior. Ii. Wall Finishes Ii.1. Tile Works • Common Areas (service Area Outside Toilets) – 30cmx60cm Polished Non-skid Ceramic Tiles. • All Toilets – 30cmx30cm Glossy/polished Ceramic Tiles. • Cuttings On Both Ends Of The Walls Shall Be Of Equal Width With The Floor Finish. • All Exposed Corner Edges Shall Be Provided With Pvc Tile Trims. • No Human Traffic Or Construction Loads Shall Be Applied To All Newly Installed Tiles, And Allow Setting Mortar And Adhesive To Cure Prior. Iii. Painting Works • Paint Materials And Samples Swatches Shall Be Approved By The Architect. • Examine Substrate And Conditions Under Which Painting Will Be Performed. Proceed With The Work Only When Conditions Are Satisfactory. • Do Not Paint Over Dirt, Rust, Scale, Grease, Moisture, Scuffed Surfaces, Or Conditions Otherwise Detrimental To Formation Of A Durable Paint Film. • Clean Surfaces To Be Painted Before Applying Paint Or Surface Treatments. Remove Oil And Grease Prior To Mechanical Cleaning. Program Cleaning And Painting So That Contaminants From Cleaning Process Will Not Fall Into Wet, Newly-painted Surfaces. • Perform Preparation And Cleaning Procedures In Accordance With Paint Manufacturer’s Instructions And As Herein Specified, For Each Particular Substrate Condition. • Ferrous Metals: Clean Non-galvanized Ferrous-metal Surfaces That Have Not Been Shop Coated; Remove Mortar, Plaster, Grease, Dirt, Rust, Loose Mill Scale And Other Foreign Substances By Solvent Or Mechanical Cleaning Methods That Comply With The Recommendations Of The Steel Structures Painting Council, Before Priming Coat Is Applied. Iii.1. Painting Systems Iii.1.1. Structural & Architectural Steel: • Unpainted Galvanized Surfaces That Have Been Exposed For 6 Months Or More Need Not Be Etched. • Apply One (1) Coat Of Red Oxide Metal Primer • Apply Two (2) Coats Of Quick Drying / Semi-gloss Enamel – Silver Aluminum Iv. Dry Ceiling • Ceiling - Fiber Cement Board In 4.50mm X 1.2m X 2.4m • Fiber Cement Board Shall Be Stored In Elevated And Well Protected Area. Boards With Broken Edges, Lacerations Etc. Will Not Be Permitted To Be Installed. • Framing - On 0.40mm Thick, 19mm X 50mm Double Furring, And 0.80mm Thick, 12mmx38mm Carrying Channel With Vertical Hanger, Spaced At 0.60m X 0.60m On Centers. V. Rendering To Chb Or Concrete Surfaces • All Surfaces To Be Rendered Or Cement Plastered Shall Be Clean From Any Loose Material Or Contamination To Provide Strong Bond Between Plaster And The Surface. • Mix Proportion Shall Not Be Less Than 1 Part Of Cement To 4 Parts Of Screened Sand. Necessary Adjustments Shall Be Made To Provide A Strong And Consistent Mix, Free From Cracking Due To Rapid Hydration Of Plaster Mix. • Tampering Of Previously Mix Concrete Will Not Be Permitted. • All Surfaces To Receive Paint Finish Shall Be Smooth Whilst Surfaces To Receive Tiles Shall Be Rough To Provide Better Adhesion Or Bond. Vi. Doors And Windows • All Wooden Doors Shall Be Kiln Dried And Treated Flush Doors/panel Doors Ready For Installation With The Provisions For Locksets, Door Keys, And Hinge Completely Operational. • Glass Door (glass/glazing) – 1/2” Thick Annealed Reflective Glass On White Powder Coated Aluminum Framings. • Windows (glass/glazing) – 1/4” Thick Annealed Reflective Glass On White Powder Coated Aluminum Framings. • Pvc Doors – Heavy Duty Pvc Brown Wood Grain Finish Doors With Louver/vent Slats On The Lower Part Complete With Pvc Door Jambs And Stainless-steel Hinges. • All Door Jambs For Wooden Doors Shall Be Pre-fabricated 2”x6” And 2”x4” Wooden Jamb Finished With Automotive Lacquer Paint. Vii. Roofing • Roofing – (0.60mm Thick X 1.10m) Pre-fabricated And Pre-painted Long Span Rib-type G.i. Roof Lapping As Indicated In The Product Brochure And Be Shall Be Strictly Followed. • Roofing Shall Be Fastened Properly To The Purlins By A 2-½ Inch Tex Screw. • Apply Silicon Sealant At All Gutter And Downspout Joints. • Ridge Rolls – 0.60 Mm Thick, Prefabricated And Pre-painted. • Fascia Cover Plate – 0.50 Mm Thick, Prefabricated And Pre-painted. • End Flashing And Gutter – 0.60 Mm Thick, Prefabricated And Pre-painted. Viii. Specialties Ii.1. Concrete Sink • Finish – 60cmx60cm Glossy/polished Ceramic Tiles. • All Exposed Corner Edges Shall Be Provided With Pvc Tile Trims. D. Plumbing Works Provide All Labor, Materials And Equipment And Perform All The Work Necessary For The Complete Execution Of All The Work As Shown On Drawings And Specified In This Specification. Scope Of Works Shall Include But Does Not Be Limited To The Following Major Items Of Work: I. Sanitary And Waterline Piping Works • Furnish And Install Complete Water Distribution System Including Incoming Supply Pipes And Connections, Pipes, Valves, Faucets, Accessories, Etc. • Storage, Delivery, Protection Before Installation And Connection Of Plumbing Fixtures (e.g., Water Closets, Sinks, Lavatories, Faucets) Trims And Toilet Accessories (robe Hook). • All Sanitary Pipes And Fittings To Be Used Shall Be Made Of Polyvinyl Chloride (pvc Pipes) Series 1000 • All Waterline Pipes And Fittings To Be Used Shall Be Made Polypropylene Random Co-polymer (ppr Pipes) • Furnish And Install Soil, Waste And Vent Systems Including Pipes, Valves, Drains, Cleanouts And Fittings. • Connections To Existing Water Supply And Existing Catch Basins Of Psychiatric Building. • Pressure Testing Of The Installed Water Distribution System. • Leakage Testing Of Soil, Waste, Vent, And Catch Basins And Septic Tank. • Disinfections Of Water Distribution System. • Furnish And Install All Required Consumable Materials And Materials Tube Installed. • Investigation Of All Conflicts Of This Work And Coordination With Other Trades. Ii. Plumbing Fixtures And Toilet & Sink Accessories * Submit Samples For Approval Prior To Installation" ** Faucets, Valves & Other Accessories Shall Be Japan, U.s., & E.u. Made • 2 Sets – Wall-mounted, Semi-recessed Ceramic Tissue Holder • 2 Sets – Wall-mounted, Semi-recessed Ceramic Soap Holder • 2 Sets – Wall Hung Lavatory W/ Faucet And W/ Complete Fittings & Accessories • 3 Sets – Stainless Steel 304/brass, Faucet, 1/2" X 4", For Toilets • 2 Sets – Two-piece Water Closet With Complete Accessories • 2 Sets – Stainless Steel 304 Robe Hook • 2 Sets – Stainless Steel 304/brass, Faucet, 1/2" X 6", For Concrete Sink • 2 Sets – 60x40x20 Cm Stainless Steel Single Bowl Kitchen Sink W/ Complete Fittings & Accessories • 2 Sets – Stainless Steel Floor Drain, 6"x6" E. Electrical Works To Include Fixing And Installation; Complete Accessories And Necessary Consumables; All In Accordance With Electrical Plan And Specification. I. Roughing - Ins • 20mmø Pvc Pipes • 32mmø Pvc Pipes • 20mmø Pvc Male Adapter With Locknut • 32mmø Pvc Male Adapter With Locknut • 20mmø Pvc Clamp • 32mmø Pvc Clamp • 20mmø Electrical Flexible Hose • 20mmø Pvc Electrical Fittings Orange Flexible Connector • G.i. Tie Wire #16 • Pvc Solvent 400cc • Electrical Tape • Hacksaw Blade • 2" X 4" Utility Box • 4" X 4" Junction Box W/ Cover • 5" X 5" Square Box W/ Cover Ii. Wires And Cables • 14.0mm² Thhn Wire • 5.5mm² Thhn Wire • 3.5mm² Thhn Wire • 5.5mm² Tw Wire – Ground • 2.0mm² Tw Wire – Ground Iii. Lighting Fixtures • 200 Watts Led Floodlight • 4" Downlight, With 9 Watts Led Bulb Recessed Mounted • Rechargeable Twin Head Emergency Light • Exit Light Iv. Devices - Switches And Convenience Outlets • Single Pole Switch With Led Indicator, Flush Type Modern Series • Duplex Switch With Led Indicator, Flush Type Modern Series • Triplex Switch With Led Indicator, Flush Type Modern Series • Duplex Universal Convenience Outlet, 3 Prong Modern Series, 16a, 250v, Weatherproof Type • Duplex Universal Convenience Outlet, 3 Prong Modern Series, 16a, 250v • Acu Outlet, Universal, 30a, 230v W/ Grounding-type V. Panelboard • Panelboard 2 Pole Bolt On Type Tqc Center Main 8 Branches • Main: 1 -60at/100af, 2p, 10kaic, 230v, Bolt-on Type Cb • Branches: 4-20at/60af,2p, 10kaic,230v, Cb 4-30at/60af,2p, 10kaic,230v, Cb F. Fire Protection System To Include Fixing And Installation; Complete Accessories And Necessary Consumables; All In Accordance With Electrical Plan And Specification. • Fire Extinguisher – Type Abc, Dry Chemical, 10 Kg G. Request For Final Inspection • Contractor Shall Submit Its Written Request For A Final Inspection Of The Project To The Medical Center Chief Office At Least Seven (7) Days Prior To Project Inspection & Turn-over. H. Electrical & Civil Tools And Equipment • Digital Multimeter • Wire Cutter • Insulated Screw Drivers • Insulated Pliers • Various Masonry And Carpentry Tools • Concrete Vibrator • Welding Machine • Road Roller • Excavator • Grader I. Technical Personnel • Registered Electrical Engineer • Civil Engineer • Foreman • Skilled Personnel (mason, Carpenter, Electrician, Plumber) General Guidelines • All Construction Works Shall Be Undertaken By Contractor In Accordance With Existing Laws, Including The Building Code, Fire Code, Electrical And Mechanical Codes, And All Other Applicable Rules And Regulations. • The Contractor Shall Be Responsible In Setting Out Reference Lines, Elevations (lines And Grades) Prior And During The Execution Of The Works. All References Shall Be Maintained And Protected By The Contractor At His Own Expense. Disturbed References Shall Be Restored To Its Original Position Without Extra Cost To Devmh. • The Contractor Shall Carry Out The Works Properly And In Accordance With This Contract. The Contractor Shall Provide All Supervision, Labor, Materials, Plant And Equipment, Which May Be Required. • The Contractor Shall Commence Execution Of The Works On The Start Date And Shall Carry Out The Works In Accordance With The Approved Pert/cpm Network Diagram Submitted By The Contractor, As Updated With The Approval Of The Procuring Entity’s Representative, And Shall Complete The Works By The Intended Completion Date. • The Contractor Shall Be Responsible For The Safety Of All Activities On The Site. • During On-going Construction And Before The Turn-over Of The Project, Engineering & Facilities Management Staff, End-users, Twg And Bac Shall Inspect The Works Undertaken By Contractor. Hospital Engineers And End-users Discover Any Deviations By Contractor From The Approved Construction Plans, Contractor Shall Be Required To Rectify All Such Deviations, Within Such Period Required By Client. • Contractor Shall Have Full Responsibility For Any And All Damages To Existing Hospital Facilities, Utilities, And/or Any Portion Of The Hospital’s Common Area, Due To The Works Undertaken By Contractor, Whether Accidental Or Intentional. • No Variation Order Shall Be Undertaken Unless Verified By Hospital Engineer And Approved By Executive Committee. • Contractor Shall Not Cover Or Block Stub-outs (cleanouts, Water Source, Exhaust, Sewer, Drainage, Etc.) When Not Utilized. Said Stub-outs Shall At All Times Be Free Of Obstructions And Easily Accessible. • Contractor Shall Secure A Utility Tapping Permit Prior To Tapping From Utility Provision. • Electricity And Water Consumed During Construction Shall Be Charged To Contractor. • End-users Reserves The Right To Inspect The Works At Any Time. • Contractor Shall Insure And Hold Client, Its Affiliates, Officers, Directors, Stockholders, Employees, Agents, And/or Representatives, Free And Harmless From And Against Any Injury, Losses, Claims, Damages, Liabilities, Expenses, And/or Costs Of Litigation, Resulting From Or Arising Out Of The Works Undertaken By Contractor. • In Event Of Force Majeure, The Contractor Shall Rectify, Replace Or Build The Unfinished Projects When It Is Not Yet Completed And Accepted W/o Additional Cost For The Procuring Entity. • Contractor Shall Comply With The Construction House Rules Of This Hospital. Time Of Completion • The Completion Of The Project Shall Be One Hundred (100) Calendar Days From The Date Of Effectivity.

Details: Description The City Of Bayawan, Through Its Bids And Awards Committee (bac), Invites Suppliers/manufacturers/distributors/contractors To Bid For The Hereunder Projects: Bid No. Pr No. Descriptions Abc Source Of Funds Itb 24-089 100-23-03-096 To Provide Materials, Labor, Fuel & Equipment For The Improvement Of Barangay Gymnasium And Evacuation Center, San Isidro (1st Revision) Php 3,500,000.00 Cdrrmf 2023 Item No. Qty. Unit Articles Brand Unit Total Price 1 1 Lot To Provide Materials, Labor, Fuel And Equipment For The Improvement Of Barangay Gymnasium And Evacuation Center, San Isidro, 1st Revision A General Requirement 51,260.35 A1 Temporary Facilities & Utilities 2.8 Sq.m A1.1 Corrugated Sheet, G.i., 0.27mm X 3.0m 8.0 Sheet/s A1.2 G-melina, Mahogany And Equivalent, 50mm X 50mm X 3.0m 15.00 Pc/s A1.3 G-melina, Mahogany And Equivalent, 50mm X 75mm X 3.0m 10.00 Pc/s A1.4 Tie Wire, # 16 2.00 Kg/s A1.5 Blade, Hacksaw, 12mm X 300mm, 18tpi, (excellent Quality) 2.00 Pc/s A1.6 Nails, Common Wire, 38mm 1.00 Kg/s A1.7 Nails, Common Wire, 62mm 1.00 Kg/s A1.8 Nails, Common Wire, 100mm 1.00 Kg/s A1.9 Nails, Umbrella/roofing, 62mm 2.00 Kilo/s A1.10 Sealant, Elastomeric/roof (1/4kg/pk) 2.00 Pack(s) A2 Billboards 5.95 Sq.m A2.1 G-melina, Mahogany And Equivalent, 50mm X 50mm X 3.0m 7.00 Pc/s A2.2 G-melina, Mahogany And Equivalent, 50mm X 75mm X 3.0m 6.00 Pc/s A2.3 Plywood, Marine, 4.5mm X 1.2m X 2.4m, Type I, Grade A/a 2.00 Sheet/s A2.4 Nails, Common Wire, 38mm 1.00 Kg/s A2.5 Nails, Common Wire, 62mm 1.00 Kg/s A2.6 Paint, Enamel (gal), Flatwall, White 1.00 Gal/s A2.7 Acrylic Spray Paint, Flat Black(400cc/can) 5.00 Can/s A2.8 Acrylic Spray Paint, Orange(400cc/can) 1.00 Can/s A2.9 Acrylic Spray Paint, Maroon(400cc/can) 1.00 Can/s A2.10 Acrylic Spray Paint, Yellow(400cc/can) 1.00 Can/s A2.11 Acrylic Spray Paint, Blue(400cc/can) 1.00 Can/s A2.12 Acrylic Spray Paint, Red(400cc/can) 1.00 Can/s A2.13 Acrylic Spray Paint, Green(400cc/can) 1.00 Can/s A2.14 Paint Roller W/ Handle, 175mm 1.00 Pc/s A3 Safety And Health 1.00 Lot A3.1 Mask, Face, Welding Mask, W/ #10 Dark Glass 2.00 Pc/s A3.2 Gloves, Welding Leathear Long, 16', Ce Certified En 12477 2.00 Pair/s A3.3 Safety Glasses, Clear 5.00 Pc/s A3.4 Gloves, Working, Rubber & Cloth Combination, Good Quality 10.00 Pair/s A3.5 Vest, Reflectorized, Safety, Orange 10.00 Pc/s A3.6 Hat, Hard, High Quality And Heavy Duty For Industrial/construction, Safety Helmet, Uv-resistant, Hdpe, Ce En397, W/ Chin Strap, Yellow 5.00 Pc/s A3.7 Hat, Hard, High Quality And Heavy Duty For Industrial/construction, Safety Helmet, Uv-resistant, Hdpe, Ce En397, W/ Chin Strap, White 1.00 Pc/s Labor Equipment Fuel, Oil And Lubricants And Spare Parts Indirect Cost Sub-total B Earthworks 141,604.38 B1 Layout And Excavation 57.95 Cu.m. B1.1 G-melina, Mahogany And Equivalent, 50mm X 50mm X 3.0m 15.00 Pc/s B1.2 G-melina, Mahogany And Equivalent, 50mm X 75mm X 3.0m 15.00 Pc/s B1.3 Nylon, # 80 1.00 Kg/s B1.4 Nails, Common Wire, 100mm (25kgs/box) 1.00 Box/es B2 Embankment And Compaction 121.34 Cu.m. B3 Gravel Bedding B3.1 Gravel, Mixing, Crushed, Screened & Washed, Max. Size 50mm Dia 37.00 Cu.m. Labor Equipment Fuel, Oil And Lubricants And Spare Parts Indirect Cost Sub-total C Structural Concrete (incl. Forms And Scaffoldings) 833,726.92 C1 Column Footing, 3000 Psi 4.80 Cu.m. C1.1 Cement, Portland (40kgs/bag), Type 1p 49.00 Bag/s C1.2 Sand, Washed, Mixing/screened 3.00 Cu.m. C1.3 Gravel, Mixing, Crushed, Screened & Washed, Max. Size 20mm Dia 6.00 Cu.m. C1.4 Deformed Steel Bar, 16mm Ø X 6m, Grade 415 39.00 Length/s C1.5 Blade, Hacksaw, 12mm X 300mm, 18tpi, (excellent Quality) 3.00 Pc/s C1.6 Tie Wire, # 16 5.00 Kg/s C2 Wall Footing, 3000 Psi 9.28 Cu.m. C2.1 Cement, Portland (40kgs/bag), Type 1p 89.00 Bag/s C2.2 Sand, Washed, Mixing/screened 5.00 Cu.m. C2.3 Gravel, Mixing, Crushed, Screened & Washed, Max. Size 20mm Dia 10.00 Cu.m. C2.4 Deformed Steel Bar, 12mm Ø X 6m, Grade 275 107.00 Length/s C2.5 Blade, Hacksaw, 12mm X 300mm, 18tpi, (excellent Quality) 3.00 Pc/s C2.6 Tie Wire, # 16 14.00 Kg/s C3 Rc Columns, 3000 Psi 4.64 Cu.m. C3.1 Cement, Portland (40kgs/bag), Type 1p 45.00 Bag/s C3.2 Sand, Washed, Mixing/screened 4.00 Cu.m. C3.3 Gravel, Mixing, Crushed, Screened & Washed, Max. Size 20mm Dia 6.00 Cu.m. C3.4 Deformed Steel Bar, 16mm Ø X 6m, Grade 415 40.00 Length/s C3.5 Deformed Steel Bar, 10mm Ø X 6m, Grade 275 66.00 Length/s C3.6 Blade, Hacksaw, 12mm X 300mm, 18tpi, (excellent Quality) 3.00 Pc/s C3.7 Tie Wire, # 16 14.00 Kg/s C4 Slab-on-fill, 3,000 Psi 30.30 Cu.m. C4.1 Cement, Portland (40kgs/bag), Type 1p 282.00 Bag/s C4.2 Sand, Washed, Mixing/screened 17.00 Cu.m. C4.3 Gravel, Mixing, Crushed, Screened & Washed, Max. Size 20mm Dia 32.00 Cu.m. C4.4 Deformed Steel Bar, 10mm Ø X 6m, Grade 275 198.00 Length/s C4.5 Blade, Hacksaw, 12mm X 300mm, 18tpi, (excellent Quality) 3.00 Pc/s C4.6 Tie Wire, # 16 9.00 Kg/s C5 Roof Beams, 3000 Psi 2.62 Cu.m. C5.1 Cement, Portland (40kgs/bag), Type 1p 27.00 Bag/s C5.2 Sand, Washed, Mixing/screened 2.00 Cu.m. C5.3 Gravel, Mixing, Crushed, Screened & Washed, Max. Size 20mm Dia 3.00 Cu.m. C5.4 Deformed Steel Bar, 16mm Ø X 6m, Grade 415 20.00 Length/s C5.5 Deformed Steel Bar, 10mm Ø X 6m, Grade 275 48.00 Length/s C5.6 Blade, Hacksaw, 12mm X 300mm, 18tpi, (excellent Quality) 3.00 Pc/s C5.7 Tie Wire, # 16 6.00 Kg/s C6 Concrete Formworks And Scaffoldings 1.00 Lot C6.1 Phenolic Board, 18mm X 1.22m X 2.44m 4.00 Sheet/s C6.2 Pipe, G.i. 40mm Ø X 6m, Wt=2.9mm, Outside Dia=48.30mm, 3.247kg/m, Light Gauge 8.00 Length/s C6.3 Scaffolding Clamp, Swivel, 40mm X 40mm 20.00 Pc/s C6.4 Scaffolding Clamp, Fixed, 40mm X 40mm 20.00 Pc/s C6.5 Shoring Jack, Heavy Duty, Gi, S20, Inner Pipe: 40mm X Outer Pipe: 50mm, Upto 3.40m Full Extension 4.00 Pc/s C6.6 Nails, Common Wire, 62mm 10.00 Kg/s C6.7 Nails, Common Wire, 75mm 10.00 Kg/s Labor Equipment Fuel, Oil And Lubricants And Spare Parts Indirect Cost Sub-total D Masonry Works 296,576.36 D1 Building Walls, Exterior & Interior: 4" Chb W/ 10mmø Vertical Bars Spaced @ 0.60m O.c. And 10mmø Horizontal Bars Every After 3rd Layer 150.20 Sq.m. D1.1 Cement, Portland (40kgs/bag), Type 1p 167.00 Bag/s D1.2 Hollow Block, Concrete, 10cm X 20cm X 40cm (fabricated) 1,972.00 Pc/s D1.3 Sand, Washed, Mixing/screened 40.00 Cu.m. D1.4 Deformed Steel Bar, 12mm Ø X 6m, Grade 275 166.00 Length/s D1.5 Tie Wire, # 16 7.00 Kg/s D2 Plastering, 16mm Thick (including Concrete Moulding) 197.06 Sq.m. D2.1 Cement, Portland (40kgs/bag), Type 1p 45.00 Bag/s D2.2 Sand, Washed, Mixing/screened 8.00 Cu.m. D2.3 Plain Sheet, G.i., 0.30mm X 0.9m X 2.40m 2.00 Sheet/s Labor Equipment Fuel, Oil And Lubricants And Spare Parts Indirect Cost Sub-total E Steel Works 524,506.82 E1 Supply, Fabrication, And Installation Of Steel Trusses, Rafter, Fascia Frame, C Purlins And Sag Rods 1.00 Lot E1.1 Angle Bar, 4.5mm X 50mm X 50mm X 6m 60.00 Length/s E1.2 Angle Bar, 4.5mm X 25mm X 25mm X 6m 42.00 Length/s E1.3 C-purlins, 1.5mm X 50mm X 100mm X 6.0m 94.00 Length/s E1.4 Round Bar, Plain, 16mm Dia X 6.0 M 22.00 Length/s E1.5 Turn Buckle, 16mm Dia X .30m (hook & Eye) 24.00 Pc/s E1.6 Steel Plate, 6mm X 1.2m 2.4m 1.00 Sheet/s E1.7 Bolt, Anchor, 25mm Dia X 300mm X 100mm, W/ Nut & Washer 16.00 Pc/s E1.8 Cut-off Disc/wheel, 350mm, Heavy Duty 3.00 Pc/s E1.9 Rod/electrode, Welding, E6013, 1/8" (bx)) (matchless Quality, Iso 9001, 2000 Certified, 20 Kg/box) 5.00 Box/es Labor Equipment Fuel, Oil And Lubricants And Spare Parts Indirect Cost Sub-total F Roofing Works 1,565,440.46 F1 Supply And Installation Of Long Span Rib Type, Orange-colored Roofing And With Bended Accessories 1,209.82 Sq.m F1.1 Roofing, Long Span, Rib Type, Min. T=.40mm, Min. Eff. W=1.040m, Min Rib H=22mm, L=10.70m, Color: Terracotta Orange 84.00 Sheet/s F1.2 Roofing, Long Span, Rib Type, Min. T=.40mm, Min. Eff. W=1.040m, Min Rib H=50mm, L=4.80m, Color: Terracotta Orange 42.00 Sheet/s F1.3 Roofing, Long Span, Rib Type, Min. T=.40mm, Min. Eff. W=1.040m, Min Rib H=50mm, L=5.00m, Color: Terracotta Orange 18.00 Sheet/s F1.4 Facia Flashing, G.i., Pre-painted, 0.40mm X 0.305m X 2.44m, Color: Terracota Orange 22.00 Pc/s F1.5 Gutter, Spanish, G.i., Pre-painted, 0.40mm X 0.610m X 2.44m, Color: Terracotta Orange 72.00 Length/s F1.6 Strainer, Gutter, Stainless Steel, Dome Type, 75mm 16.00 Pc/s F1.7 Screw, Tex, 63mm, For Steel (pc) 5,000.00 Pc/s F1.8 Sealant, Elastomeric/roof (1 Lit/can) 10.00 Can/s F1.9 Ridge Roll, Pre-painted, G.i., .40mm X .457m X 2.44m 18.00 Length/s F1.10 Pipe, Pvc, 107.10mm Outside Dia X T=3.81mm X L=3.0m, S-1000, Orange 35.00 Length/s F1.11 Elbow, Pvc, 107.10mm Inside Dia X 90 Deg. Bend, S-1000, Orange 64.00 Pc/s F1.12 Solvent Cement, Pvc (500 Cc/can) 5.00 Can/s Labor Equipment Fuel, Oil And Lubricants And Spare Parts Indirect Cost Sub-total G Windows 20,629.48 G1 Supply And Installation Of Metal Louver Panel 1.00 Lot G1.1 Labor And Materials - Fixed Louvered Steel Window, Width: 2.65m X Height: 3.5m, 3/16" Dia Steel Crossrod, 1 1/4" X 3/16" Steel Flatbar, Using 16 Ga. Steel Sheet Metal, With Complete Accessories 2.00 Set/s Labor Equipment Fuel, Oil And Lubricants And Spare Parts Indirect Cost Sub-total H Painting Works 66,255.23 H1 Painting Works For Concrete Walls ( Includes Stage, Columns, Beams And The Bleachers ) 175.73 Sq.m H1.1 Latex Paint, Gloss (gal), Tasty Tan 12.00 Gal/s H1.2 Acrylic (concrete Primer & Sealer, Acrylic, Megacryl (gal)), Water Based 6.00 Gal/s H1.3 Skim Coat Powder (25kg/bag), Color: White 11.00 Bag/s H1.4 Cement, Portland (40kgs/bag), Type 1p 11.00 Bag/s H1.5 Tray, Plastic, Paint 3.00 Pc/s H1.6 Paint Roller W/ Handle, 175mm 3.00 Pc/s H1.7 Paint Roller W/ Handle, 100mm 3.00 Pc/s H1.8 Paint Roller W/ Handle, 50mm 3.00 Pc/s H1.9 Masking Tape, 25mm 5.00 Roll/s H1.10 Sand Paper, #100, 225mm X 275mm 20.00 Pc/s H1.11 Sand Paper, # 180, 225mm X 275mm 20.00 Pc/s H1.12 Thinner, Paint (3.75lit/can) 3.00 Can/s H2 Painting Works For The Steel (including Steel Trusses, Rafter, C Purlins, Fascia Frame And Sag Rods) 170.91 Sq.m H2.1 Paint Primer, Metal, Red Oxide (gal) 9.00 Gal/s H2.2 Thinner, Paint (3.75lit/can) 2.00 Can/s H2.3 Tray, Plastic, Paint 1.00 Pc/s H2.4 Masking Tape, 25mm 1.00 Roll/s H2.5 Sand Paper, #100, 225mm X 275mm 5.00 Pc/s H2.6 Sand Paper, # 180, 225mm X 275mm 5.00 Pc/s H2.7 Brush, Paint, 50mm, Hair Type 3.00 Pc/s Labor Equipment Fuel, Oil And Lubricants And Spare Parts Indirect Cost Sub-total Grand Total ***nothing Follows*** Bid Documents Shall Be Available At The Bac Office, New City Hall, Lgu Bayawan City Upon Payment Of Prescribed Non-refundable Fee. Bidders Shall Drop Their Technical And Financial Proposals In The Bid Box At The Bac Office, Bayawan City On Or Before The Deadline Of Submission Of Bids. All Particulars Relative To Eligibility Process, Opening And Evaluation Of Bids, Post- Qualification And Award Of Contract Shall Be Governed By The Applicable Provisions Of Ra. 9184. The City Of Bayawan Reserves The Right To Reject Any Or All Bids, To Waive Any Defects Or Formality Therein And To Accept Bids Considered Responsive And Most Advantageous To The Government. The Complete Schedule Of Activities Is Listed, As Follows: Activities Schedule Issuance Of Bid Documents April 4, 2024 – April 12, 2024 @ 5:00 P.m. Pre-bid Conference April 11, 2024 @ 9:00 A.m. Deadline/opening Of Bids April 23, 2024 @ 9:00 A.m.

Details: Description Construction Of Four 2 Seater Toilet Detached (type 1) All Supplies Must Be Free Delivery From Supplier's Station To Manlingay Elementary School, Brgy. Manlingay, Mabinay Negros Oriental, 6207 Item No. Description Unit Qty Unit Cost Total Cost Grand Total Materials Labor Materials Labor A General Requirements Mobiliization/temporary Structures, Utilities And Services/demobilization/standard Billboard/ Material Testing Lot 4.00 989.45 659.64 3,957.80 2,638.56 6,596.36 Safety And Health Lot 4.00 1649.09 0.00 6,596.36 - 6,596.36 Hauling Cost Lot 4.00 0.00 0.00 0.00 - 0.00 Sub-total 13,192.72 B Two Seater Toilet 1.00 Earthworks 1.01 Clearing And Grubbing Sq.m 37.56 0.00 20.00 0.00 751.20 751.20 1.02 Structural Excavation Cu.m 14.88 0.00 200.00 0.00 2,976.00 2,976.00 1.03 Backfilling And Compaction Cu.m 14.80 0.00 45.00 0.00 666.00 666.00 1.04 Gravel Bedding G-1 Cu.m 2.68 757.14 139.06 2,029.14 372.68 2,401.82 1.06 Select Fill Cu.m 3.76 149.84 44.96 563.40 169.05 732.45 1.05 Soil Poisoning Sq.m 37.56 15.00 4.50 563.40 169.02 732.42 Sub-total 8,259.88 2.00 Concreting Works Wall Footing Cu.m 9.56 2.01 Portland Cement Bag 88.00 234.60 44.57 20,644.80 3,922.52 24,567.32 2.05 Crushed Gravel 1" Cu.m 10.00 921.56 138.24 9,215.60 1,382.36 10,597.96 2.03 Washed Sand Cu.m 5.00 750.00 127.50 3,750.00 637.52 4,387.52 Column Cu.m 2.80 2.01 Portland Cement Bag 28.00 234.60 44.57 6,568.80 1,248.08 7,816.88 2.02 Crushed Gravel 3/4" Cu.m 3.00 900.00 162.000 2,700.00 486.00 3,186.00 2.03 Washed Sand Cu.m 2.00 750.00 127.500 1,500.00 255.00 1,755.00 Beams Cu.m 1.44 2.01 Portland Cement Bag 16.00 234.60 44.58 3,753.60 713.20 4,466.80 2.02 Crushed Gravel 3/4" Cu.m 2.00 900.00 162.00 1,800.00 324.00 2,124.00 2.03 Washed Sand Cu.m 1.00 750.00 127.52 750.00 127.52 877.52 Slab On Grade Cu.m 3.80 2.01 Portland Cement Bag 36.00 234.60 44.57 8,445.60 1,604.59 10,050.19 2.05 Crushed Gravel 1" Cu.m 4.00 921.56 138.23 3,686.23 552.92 4,239.15 2.03 Washed Sand Cu.m 2.00 750.00 127.50 1,500.00 255.00 1,755.00 Handwashing Cu.m 0.68 2.01 Portland Cement Bag 8.00 234.60 44.58 1,876.80 356.60 2,233.40 2.02 Crushed Gravel 3/4" Cu.m 1.00 900.00 162.00 900.00 162.00 1,062.00 2.03 Washed Sand Cu.m 1.00 750.00 127.50 750.00 127.50 877.50 Sub-total 79,996.24 3.00 Rebar Works Wall Footing Kg 358.00 Column Kg 401.72 Beam Kg 160.56 Slab On Grade Kg 145.08 Handwashing Kg 26.44 3.01 Deformed Round Bars, Grade 40 Kg 1091.76 38.00 7.60 41,486.88 8,297.70 49,784.58 3.02 G.i. Tie Wire Kg 24.00 85.00 12.75 2,040.00 306.10 2,346.10 Sub-total 52,130.68 4.00 Formworks Column Sq.m 55.68 4.01 Coco Lumber Bd.ft 284.40 21.000 4.500 5,972.40 1,279.80 7,252.20 4.02 Plywood Ordinary 1/4" X 4" X 8" Pc 8.00 336.850 77.500 2,694.80 620.00 3,314.80 4.04 Cwn, Assorted Kg 4.00 70.180 15.000 280.72 60.00 340.72 Beams Sq.m 13.32 4.01 Coco Lumber Bd.ft 68.40 21.000 4.500 1,436.40 307.80 1,744.20 4.02 Plywood Ordinary 1/4" X 4" X 8" Pc 4.00 336.850 77.500 1,347.40 310.00 1,657.40 4.04 Cwn, Assorted Kg 4.00 70.180 15.000 280.72 60.00 340.72 Handwashing Sq.m 6.88 4.01 Coco Lumber Bd.ft 36.00 21.000 4.500 756.00 162.00 918.00 4.02 Plywood Ordinary 1/4" X 4" X 8" Pc 4.00 336.850 77.500 1,347.40 310.00 1,657.40 4.04 Cwn, Assorted Kg 4.00 70.180 15.000 280.72 60.00 340.72 Sub-total 17,566.16 5.00 Masonry Works Masonry Walls Sq.m 96.44 5.05 Chb 6" Thk Pc 1208.00 14.50 3.19 17,516.00 3,853.52 21,369.52 5.02 Portland Cement Bag 32.00 234.60 45.00 7,507.20 1,440.00 8,947.20 5.03 Washed Sand Cu.m 8.00 750.00 218.34 6,000.00 1,746.68 7,746.68 5.06 10mm X 6m Rsb Kg 128.00 44.50 9.79 5,696.00 1,253.12 6,949.12 5.07 G.i. Tie Wire Kg 4.00 85.00 15.00 340.00 60.00 400.00 Plastening Sq.m 192.84 5.02 Portland Cement Bag 60.00 234.60 45.00 14,076.00 2,700.00 16,776.00 5.03 Washed Sand Cu,m 8.00 750.00 218.33 6,000.00 1,746.64 7,746.64 Sub-total 69,935.16 6.00 Doors And Windows D-3 Flush Door 0 70m X 2.10m On 150 Mm 6.05 Wooden Jamb Complete With Accessories Set 8.00 3567.50 517.13 28,540.00 4,137.00 32,677.00 Sub-total 32,677.00 7.00 Steel Works 7.03 Lc 75 X 38 X 15 X 2.0mm Kg 362.84 40.68 10.18 14,760.33 3,693.71 18,454.04 7.14 L 50 X 50 X 6mm Kg 37.20 80.53 20.13 2,995.72 748.84 3,744.55 7.37 B.i Pipe 75mmø Sch 40 Pc 8.00 1658.00 414.30 13,264.00 3,314.40 16,578.40 7.29 Tubular 50mm X 100mm X 1.5 Mm Pc 8.00 1100.00 271.23 8,800.00 2,169.84 10,969.84 50mm X 75m X 1.2mm Tubular Pipe Pc 20.00 500.00 125.00 10,000.00 2,500.00 12,500.00 D12mm Rsb (grade 40) Kg 8.00 44.50 11.12 356.00 88.98 444.98 7.27 Steel Plate 1.20m X 2.40m X 6mm Pc 0.60 5390.00 1347.50 3,234.00 808.50 4,042.50 Anchor Bolt With Nuts And Washer, 12mmø X 7.34 50mm X 300mm Pc 16.00 30.00 6.75 480.00 108.00 588.00 Anchor Bolt With Nuts And Washer, 16mmø X 7.33 100mm Pc 32.00 25.00 6.25 800.00 200.00 1,000.00 7.35 10mmø Bolt With Nuts And Washers Pc 212.00 15.00 3.75 3,180.00 795.00 3,975.00 7.46 Welding Rod Kg 12.00 90.00 22.50 1,080.00 270.00 1,350.00 Sub-total 73,647.32 8.00 Roofing Works Long-span Roofing, Corrugated, Pre-painted, 8.16 120mm X 0.4mm Thk M 34.20 373.00 72.00 12,756.68 2,462.40 15,219.08 8.13 Flashing Ga 26, 24" X 8" Pc 8.00 277.00 0.00 2,216.00 - 2,216.00 8.35 Teckscrew 2-1/2" Pc 276.00 1.80 0.00 496.80 - 496.80 8.36 Roof Sealant L 8.00 300.00 0.00 2,400.00 - 2,400.00 Polycarbonate Sheets Twin Wall 6mm Thick 8.16 Including Accessories Sq.m 26.52 1600.000 160.000 42,432.00 4,243.20 46,675.20 Sub-total 67,007.08 9.00 Carpentry Works Ceiling Sq.m 25.40 9.13 Rough Lumber, Sun Dried, Tanguile Bd.ft 112.00 40.22 8.85 4,504.48 991.20 5,495.68 9.06 Plywood Ordinary 1/4" X 4" X 8" Pc 12.00 495.00 108.90 5,940.00 1,306.80 7,246.80 9.22 Finishing Nails Kg 4.00 70.00 15.40 280.00 61.60 341.60 9.23 Common Wire Nails Kg 4.00 80.00 17.60 320.00 70.40 390.40 9.19 Fascia Board, Fiber Cement 10" X 12" Pc 16.00 352.50 77.55 5,640.00 1,240.80 6,880.80 9.15 Ceiling Vent 1" X 12" X 4" With Screen 4.00 245.00 53.90 980.00 215.60 1,195.60 Sub-total 21,550.88 10.00 Electrical Works Roughing-ins 10.00 Electrical Conduct Upvc, 15mmø Pc 20.00 80.00 16.00 1,600.00 320.00 1,920.00 10.16 Junction Box, 4" X 4" G.i Pc 4.00 25.00 5.00 100.00 20.00 120.00 10.17 Utility Box, 2" X 4" G.i Pc 8.00 38.00 7.60 304.00 60.80 364.80 Wires & Fixtures 10.11 3.5 Mm2 Thw Wire, Stranded M 192.00 33.00 6.60 6,336.00 1,267.20 7,603.20 10.23 Single Switch With Plate Pc 12.00 150.00 30.00 1,800.00 360.00 2,160.00 10.33 Ceiling Receptacle 3-1/2"ø Pc 12.00 25.00 5.00 300.00 60.00 360.00 10.53 Incandescent Bulb 50w Set 12.00 35.00 5.25 420.00 63.00 483.00 10.58 Electrical Tape Pc 4.00 37.50 5.63 150.00 22.52 172.52 Sub-total 13,183.52 11.00 Plumbing Works 11.62 Water Closet 1.6gpf With Accessories Set 8.00 3800.00 570.00 30,400.00 4,560.00 34,960.00 11.61 Water Closet Flange Set 8.00 262.50 39.38 2,100.00 315.04 2,415.04 11.59 Faucet, Plain Bibb, Brass 1/2"ø Pc 12.00 136.00 40.80 1,632.00 489.60 2,121.60 11.65 S.s Floor Drain 4" X 4" Pc 20.00 97.50 14.63 1,950.00 292.60 2,242.60 11.68 S.s Grab Rail 1-1/2"ø Set 4.00 5000.00 435.00 20,000.00 1,740.00 21,740.00 11.44 Gate Valve 1/2"ø Pc 4.00 250.00 75.00 1,000.00 300.00 1,300.00 11.06 Pp-r Pipe 1/2"ø Pc 20.00 250.00 75.00 5,000.00 1,500.00 6,500.00 11.21 Pp-r Elbow 90o X 1/2"ø Pc 20.00 14.00 4.20 280.00 84.00 364.00 11.15 Pp-r Tee 1/2"ø Pc 12.00 17.00 5.10 204.00 61.20 265.20 11.24 Pp-r Coupling Reducer, 1/2" X 3/4"ø Pc 4.00 11.00 3.30 44.00 13.20 57.20 11.77 Pp-r Adaptor Female Thread 1/2"ø Pc 20.00 84.96 25.49 1,699.28 509.80 2,209.08 11.66 Teflon Tape Roll 4.00 12.00 1.80 48.00 7.20 55.20 Sub-total 74,229.92 12.00 Sanitary Works 12.09 Upvc Sanitary Pipe 4"ø Pc 8.00 669.33 200.80 5,354.64 1,606.40 6,961.04 12.07 Upvc Sanitary Pipe 2"ø Pc 20.00 270.33 81.10 5,406.60 1,622.00 7,028.60 12.11 Upvc Elbow 90o X 2"ø Pc 12.00 25.00 7.50 300.00 90.00 390.00 12.17 Upvc Tee 2" X 2" Pc 12.00 36.00 10.80 432.00 129.60 561.60 12.13 Upvc Elbow 90o X 4"ø Pc 12.00 96.00 28.80 1,152.00 345.60 1,497.60 12.30 Upvc P-trap 2" Pc 20.00 66.00 19.80 1,320.00 396.00 1,716.00 12.28 Brass Cleanout 4" X 4" Pc 4.00 350.00 105.00 1,400.00 420.00 1,820.00 12.33 Pvc Cement Can 4.00 150.00 45.00 600.00 180.00 780.00 Septic Vault (1.50 M X 2.00 M X 1.80 M) Lot 4.00 12672.86 3858.91 50,691.44 15,435.64 66,127.08 Sub-total 86,881.92 13.00 Painting Works Concrete Surfaces Sq.m 136.44 13.18 Neutralizer Gal 2.00 274.00 82.20 548.00 164.40 712.40 13.01 Latex, Flat Gal 4.00 500.00 150.00 2,000.00 600.00 2,600.00 13.02 Latex, Semi Gloss Gal 4.00 565.00 169.50 2,260.00 678.00 2,938.00 13.20 Acri Color Qrt 4.00 164.67 49.40 658.68 197.60 856.28 Wood Surfaces Sq.m 79.16 13.04 Enamel, Flatwall Gal 2.00 530.00 159.00 1,060.00 318.00 1,378.00 13.05 Enamel, Semi Gloss Gal 2.00 580.00 174.00 1,160.00 348.00 1,508.00 13.16 Paint Thinner Gal 2.00 240.00 72.00 480.00 144.00 624.00 Sub-total 10,616.68 14.00 Tile Works Wall Sq.m 56.40 14.04 Glazed Wall Tiles 20cm X 20cm Pc 1456.00 15.00 4.50 21,840.00 6,552.00 28,392.00 14.16 Tile Adhesive 25kg/kg Bag 12.00 224.10 67.23 2,689.20 806.76 3,495.96 14.13 Tile Trim 6mm Pc 16.00 95.00 28.50 1,520.00 456.00 1,976.00 14.15 Tile Grout 5kg/bag Bag 8.00 150.00 45.00 1,200.00 360.00 1,560.00 Flooring Sq.m 15.00 14.01 Unglazed Floor Tiles 20cm X 20cm Pc 388.00 15.00 4.50 5,820.00 1,746.00 7,566.00 14.16 Tile Adhesive 25kg/kg Bag 4.00 224.10 67.23 896.40 268.92 1,165.32 14.15 Tile Grout 5kg/bag Bag 4.00 150.00 45.00 600.00 180.00 780.00 Handwashing Sq.m 10.00 14.01 Unglazed Floor Tiles 20cm X 20cm Pc 260.00 15.00 4.50 3,900.00 1,170.00 5,070.00 14.16 Tile Adhesive 25kg/kg Bag 4.00 224.10 67.23 896.40 268.92 1,165.32 14.15 Tile Grout 5kg/bag Bag 4.00 150.00 45.00 600.00 180.00 780.00 Sub-total 51,950.60 I. Material (vat Inclusive) 552,224.24 Ii. Labor Services Cost 120,601.52 Total Construction Cost 672,825.76 Total Project Cost 672,825.76