WaterproofingKeyword

DEPARTMENT OF LABOR AND EMPLOYMENT REGION V Tender

Machinery and Tools

Details: Description Lot 1 - Carprentry (delivery Period: 15 Days) 8 Unit - Portable Hand Drill, Power Sourced: Battery Powered - 2pc; 21 Volt; 1500mah Lithium-ion Batteries; Maximum Rotational Speed: 1500 Rpm; Voltage: 21v; Amperage: 1.5 Amps; Chuck Size: 0.38"; Bit Heads Diameters: From 0.8mm - 10mm; Product Dimensions: 8 - 10" (l) X 2 - 4" (w) X 6 - 8" (h); Material: ‎plastic, Rubber, Metal; Item Weight: Atleast ‎2.5 Pounds; Item Torque: 330 Inch Pounds; Inclusions: 1x21 Volt Brand: Cordless Power Drill, 2x Rechargeable Battery, 1x English User Manual, 10x Self-drilling Drywall Anchors,10x Screwdriver Bits, 2x Double Ended Bits, 3x Drilling Bits, 1x Magnetic Extension Socket Bit Holder, 10x Anchors With Screws，1x One-hour Fast Charger, 1x Flexible Extension Shaft, 1x Carrying Bag 8 Unit - Electric Circular Saw, Voltage: 220-240v; Frequency: 50-60hz; Input Power: 1800w; No-load Speed: Atleast 4800rpm; Blade Diameter: 185mm; Cutting Capacity: 45degree: 44mm, 90 Degree: 65mm; Maximum Cutting Depth: Atleast 90°62mm, Weight: Maximum Of 5.2kg; Item Approximate Dimension: 15-17cm (h), 25-28cm (w), 30-35cm (l) 8 - Unit - Electric Grinder Voltage: 220v Rated Power Input: 750w No - Load Speed: 1100 Rpm Disc Diameter: 0mm Dimension: Approx: Length: 250 - 290mm Width: 50 - 80mm Height: 90 -110mm Weight: 1.5 - 1.8kg 8 Unit - Electric Planer; Voltage: 220v;continuous Rating Input : 500 W ; Planing Width : 82 Mm (3-1/4”);planing Depth : 1 Mm (1/32”) ;max Shiplapping : 9 Mm (11/32); No Load Speed : 16,000 Rpm; Dimension: Approx. : (l) 25 - 30cm*(h) 10 - 15cm*(w) 12 - 17cm; Net Wt- 2 - 4kg; Power Cord Length- At Least 1.5meters; Breadth Of Planer- 82x1mm 8 Unit - Electric Jigsaw Continuous Rating Input: 450 - 600w Capacity: 40mm (in Wood); 6mm ( In Steel) Length Of Stroke: 18mm Strokes Per Minute: 500 - 3,100 Dimension: Approx.: L - 5 - 9 Inches; W - 2 - 4 Inches; H - 4 - 8 Inches Voltage: 220v; Frequency- 50-60hz; No Load Speed- 800-3000rpm; Cutting Capacity- Wood-50mm; Steel- 6mm 8 Unit - Electric Plunge Router Voltage: 220v - 50hz Collect Capacity: 1/2 Inch Continuous Rating Input: 1650w Plunge Capacity: 66mm Overall Height: Approx.: 9 - 12 Inches; Net Weight: At Least 4.2 Kg; 1600w; Base Diameter- 160mm; No Load Speed- 23000rpm Power Supply Cord Length - At Least 4.0m (13.1ft); Rpm 8,000-27,500 8 Set - Wood Chisel Set Of 5; 1/4", 3/8", 1/2", 3/4", 1", , Wooden Handle, High Carbon Metal File L-6.8 Inch Lot 2 - Fish Vending (delivery Period: 30 Days) 1 Unit - Bicycle With Sidecar Bicycle Specifications: Bmx Type Bike Frame Front And Rear Free Wheel Hub For Rim Set Single Engine Speed Tread Type (wheel Set), Tire Size (20 Inches X 2.2125 Jumbo), Interior Tube (20 Inches By 2.2125 Jumbo), Handle Bar, Bmx Fork, Head Parts (h Post, Handle Grip) Chain (single Speed, Pedal (bearing Type) Seat Clamp, Saddle With Spring, Foot Brake (clamp With Spring), Crack Pedals (175mm - 180mm), Side Car Specifications; Side Car With Umbrella Tube Holder Dimensions: 25.8 Inches (l) X 16.2 Inches (w), 15.7 Inches (h), Approx.: 20 - 25 Kls Capacity Materials: 1/2 J1 Pipe 540mm, 316 X Flat Square Bar, J1 Pipe De Una 520mm, 1/4 Flat Bar, 6203 Gi Set, Tire 20 X 2.125 Jumbo Bicycle With Side Car - Red With Dole And Dilp Logo (front) 1 Unit -digital Weighing Scale, Ac/dc Digital Scale; 6 Digits Lcd Display; 220v-240v/60 Hz; 30 - 40kg; Power Plug: Us Type 1 Pc - Chest Cooler, Item Package Dimensions: ‎approx. : 23 - 26" (l) X 14 - 17" (w) X 13 - 16" (h), Package Weight: ‎5.76kg, Inside Dimensions: Approx: 22 - 25" (l) X 12 - 15" (w) X 13 - 15" (h), Material: ‎plastic, Chamber Depth: 24.95", Capacity: 52l 1 Pc - Beach Umbrella, Round-shaped; Material: Poly Canvass; Diameter: 40""; Pole Stand Length: At Least 45""; Pole Material: Stainless Steel Chrome 1 Pc - Butcher's Knife, Materials: Stainless; Wood Handle; Size: About 8 - 12 Lot 3 - Barbershop (delivery Period: 15 Days) 3 Set - Cordless Clipper: Body Material: Aluminum; Motor: Rotary; Power/source Battery: Lithium-ion Battery (90+ Minutes Of Runtime); Blades: Titanium Blades; 3 Guide Combs Plastic Material (#1/2, #1, And #1½ ); Cutting Lengths: 0.4-25mm; Inclusions: A Blade Guard; 1 Recharging Transformer (charger); 1 Cleaning Brush, With Lubricating Oil Of At At Least 5 Ml And English User Manual; Product Dimension: Approximately 6 - 8" (l) X 2 - 4" (w); Weight: Maximum Of 400g; Input: Can Be Used For 110-240 Voltage 6 Pc - Hair Thinning Shear(professional Use), Size 6", Stainless Steel;thinning Rate- 25%; No. Of Teeth- 30 6 Set - Hair Shear (set): Material: Stainless Steel, Length; 1 Precision Scissor Approximately 6-7"; 1 Thinning Scissor Atleast 6"; Accesories: Scissors Oil Atleast 5ml 6 Pc - Shaving Razor/labaha: Dimensions: Approximately 5-6" (l) X 3/4-1" (w): Material: Carbon Steel, Color: Black 6 Pc - Barber Skin Fade Brush: Handle: Wood; With Soft Bristles 1" (l); Dimensions: Atleast 5.5" (l) X 1" (w) 3 Set - Comb Set (4pcs/set): Material: High Quality Plastic; Inclusions: #1-approx. Size: 4.88" (l) X 1.02" (w); #2-approx. Size: 7.09" (l) X 1.46" (w); #3-approx. Size: 7.87" (l) X 1.18" (w), #4-6.10" (l) X 0.20" (w) 6 Pc - Barber's Cape: Color: Black, 140cm (l) X 110cm (w); Cloth: Polyester 3 Pc - 360 Degree Swivel Barber Chair: Classic Back Seat With Chrom Steel Base; Premium Steel Frame And High Class Foot Pump; Heavy Duty Leather Cover; Lower Height - Atleast 51cm; Top Height - Atleast 61cm; Backrest Height - Atleast 40cm 6 Pc - Barber Apron: With Two Pockets; Waterproof; Material: Cotton And Acrylic; Item Size: Approx. 38-38.19" (l) X 27-27.36" (w) 6 Pc - Barber Spray Bottle, Plastic, Clear, 300 Ml 6 Pc - Barber Spray Bottle, Plastic, Clear, 500 Ml 6 Pc - Tissue, Roll, 2 Ply, 6 Pcs Per Pack 15 Pc - Baby Powder, 500g Lot 4 - Laundry Service (delivery Period: 15 Days) 1 Unit - Washing Machine With Spinner And Dryer; Dimensions: Approx. 57 - 60 Cm (l) X 56 - 59cm (w) X 96 - 99 Cm (h); Gross Weight: Approx. 44 - 47kg; Washing Capacity: Atleast 11.5kg; Rated Power: 1500 W; Voltage: 220 V 2 Pcs - Wash Basin (big Batya), Round Plastic, Dia- 64.5 Cm, H- 25cm Thickness- 1/2 Inch; Color- Black 2 Pcs -laundry Basket, Round Plastic, L- 22 - 27inches, H- 18 - 23inches, 23 - 26 Cm Thicknesss, Color Black 3packs - Powder Detergent, 10 Kg Pack 3 Gallon - Fabric Conditioner; 128 Ounces Lot 5 - Nail Care Service (delivery Period: 15 Days) 4 Gallon -acetone/nail Polish Remover 4 Gallon - Cuticle Remover 2 Pack - Nail Brush, Material: Plastic; Size: Atleast 3" (l), 2-3" (h); 12 Pcs/pack 2 Set - Nail Tool Set, Material: Stainless Steel; Case: Leather; Package Size: Approximately 15-15.5cm (l) X 8cm (w) X 2cm (h); Inclusions: Cuticle Trimmer (95mm), Blackhead Needle And Loop Remover (83mm), Eyebrow Tweezer (86mm) Peeling Knife (90mm), Nail File (75mm), Ear Pick (78mm), Double Pick (75mm), Dead Skin Fork (86mm), Small Pedicure Plier (95mm), Acne Needle (83mm), Small Nail Clipper (62mm) Bevel Nail Clipper (61mm), Large Nail Clipper (82mm), Beauty Tip Scissor (89mm), Pusher 20 Pack - Cotton Balls, 300g (100 Pcs Large Cotton Balls) 2 Set - Nail Polish, Volume: 15ml; With 24 Colors Inclusions: 14k Gold, 18k Gold, 24k Gold, African Plum, Baby Pink, Black Velvet, Carolina Peach, Cashmere, Emerald Shimmer, Golden Bronze, Italian Nude, Platinum Special, Pussy Red, Red Pearl, Saphire Glow, Silver Platinum, Simply Red, Tahiti Brown, White Satin, White Rose, Platinum Silver, Touch Of Tan, Touch Of Beige, Colorless 2 Unit -foot Spa Soaker, With Pumice Stone; Package Dimensions: Approximately 15 - 17" X 12 - 14" X 6 - 8", Weight: About 4 - 6 Pounds; Rated Power: 500 Watts; Rated Voltage: 110~120v; Rated Frequency: 50hz; Temperature Adjustable Range: 35℃ To 48℃ 4 Gallon - Astringent Foot Soaker 4 Pack - Cooling Foot Soak, Product Dimensions: ‎approximately 6.5-7" X 2.38-2.50" X 9.259.50", Weight: Atleast 900g 4 Tube - Exfoliating Foot Scrub, Dimension: Approx. 7 - 8" X 2 - 3" X 1 - 2 Inches; Weight: Atleast 6oz 4 Pc - Foot File And Callous Remover, Material: Metal, Steel; Item Dimensions: Approx. (l) 10-10.78" X (w) 2.7"; Item Weight: At Least 3.2 Pounds 4 Gallon - Alcohol, Isopropyl, 30% 4 Gallon - Foot Scrub , Peppermint Flavor,128 Ounces 10 Pc - Salon Towels: Material: Pure Cotton; Sizes: Approx. 70 - 75cm (l) X 30 - 35cm (w); Color: White 2 Pc - Stool, Hard Plastic Material; Dimension: Approximately 10-11"(l) X 9-10" (w) X Atleast 20" (h) - Including The Backrest 2 Pc - Manicurist Bag, Made Of Heavy Duty Nylon; Large Capacity: Enough Room To Hold Up To 42 Bottles Of 15ml Nail Polish; Size: Approx. 8-9" (l) X 6-7" (w) X 4-5" (h) Lot 6 - Vulcanizing (delivery Period: 15 Days) 2 Unit - Tire Vulcanizing Machine: Automatic Temperature Adjustment; Steel Material; Maximum Current: 10a; Temperature Range: 140 - 165 Degrees Celcius; Voltage: 220v; Power: 500w; Vulcanizing Time: 7 Minutes; Dimension: Approx.: Screw Diameter: 23 - 28mm (l) X 292 - 297mm (w), 407 - 412mm (h) 2 Unit - Air Compressor Machine, Motor Power: 1.5hp; Speed: 1050rpm; Air Delivery: 250l/min; Working Pressure: 115 Psi/8 Bar; Tank: 100l; Size: Approx. (l) 937 - 942mm X (w) 382 - 387mm X (h) 797 - 802mm; Net Weight: At Least 89 - 91kg 2 Unit - Hydraulic Bottle Jack, Material: Alloy Steel; 2 Tons Capacity; Minimum Height: 148mm; Maximum Height: 251-300mm; Lifting Height: 80mm; Adjusting Height: 50mm; Net Weight: Approx. : 2 - 3kg 2 Roll - Air Compressor Hose, 20m Long, Hose Diameter 1/4" : Working Pressure Up To 150psi, Material: Polyurethane 2 Pairs - Tire Changer Wrench, Atleast 12" Long; Material: Metal Steel 2 Pc - Scissors, Material: Forged Steel; 10" Long, With Rubber Grip Handle Lot 7 - Carwash Service (delivery Period: 15 Days) 1 Unit - Pressure Washer, Power: 1200w; Max. Pressure: 100 Bar; Max. Flow Rate: 300l/h; Inlet Water Temperature: 40°c; Motor Type: Series; Pump Type: 3 Cylindrical, Metal; Cable Length : Atleast 5m; Hose Length: Atleast 3m; Weight (w/out Accessories): Approximately 3 - 5kg; Nozzles: 20/80 Degree Variable Fan 1 Set - Vacuum With Blower, 22l Tank Capacity, Power Supply: 220v-240v; Power: 1200watts; Rated Frequency: 50/60h; Kilo Pascal: 18kpa; Max Air Flow I/sec Motor: 50l/s; Sound Level (db(a): 75; Hose Length: Atleast 2.1m; Cord Length: Atleast 3m; Inclusions: Atleast 3.2cm Flexible Hose, Extension Wand, Floor Nozzle, Crevice Nozzle, Cartridge Filter 1 Set - Power Sprayer Belt Driven Aluminum, 1.5 Hp; Induction Type: Electric Motor; Max Operating Pressure Of 450psi For Single User; While 750psi For Two Users; Water Volume Of 20 Liters/minute; Motor Dimension: Approximately 350mm (l) X 280mm (w) X 300 Mm (h); Power Engine 3.5-4 Ps; Inclusion: 10 Meter Discharge Pressurized Hose, 60hz; Plunger Size: 22mm; Spraying Volume; Atleast 25l/min; Single Cylinder; 4 Stroke; Air Cooled; Ohv 1 Pc - Plastic Container Drum, Size: Approx.: 90 - 92cm (h), 56 - 58cm (diameter); Weight: Atleast 8 - 9 Kg; Capacity: 200l 1 Set - Spray Gun With Hose, Water Gun Type: Fog And Direct; Gun Body Material: Alluminum Alloy; Tip Material, Copper; Handle Material, Alloy; Hose Length: 5m; Product Size: 14cm (l) X 18cm (w) 2 Pcs - Pail, Dimensions: Approx. (l) 30 - 32cm; (w) 20 - 22cm; (h) 27 - 29cm ; Material: Plastic 3 Pc - Chamois Cloth, Material: Soft, High Absorbent Leather; Size: About 30cm (l) X 30cm (w) 2 Pc - Sponge (big), Material: Polyurethane; Dimensions: Atleast 8.8" (l) X 4.4" (w) X 2.64" (h); Item Weight: Approx. 0.3 Pounds 2 Liter - Car Shampoo, 1l, Liquid Gel; Color: Orange/red 2 Liter - Tire Black Dressing, 1l, Wax Type; Color: Black 5 Pcs - Car Polisher, 250 Ml, Liquid Lot 8 - Auto / Motor Repair Service (delivery Period: 15 Days) 1 Unit - Air Compressor Machine, Motor: 1/2 Hp; No. Of Cylinder: 2; Phase: 1; Pressure: 85 Psi; Capacity: 46 Liters; Approximate Dimension: 95-100cm (l) X 31-35cm (w) X 64-70cm (h); Weight: 46 - 48kg; Inflation Time: 53min; Air Displacement: 208l/min 1 Set - Pliers Tools Set, Material: Chrome Vanadium Steel, Alloy Steel; Handle Material: Thermoplastic Rubber; Item Weight: Atleast 790 Grams; Inclusions: Atleast 8" (length) Combination Pliers, 6" (length) Diagonal Cutting, 6" (length) Long Nose Pliers 1 Unit - Impact Wrench, Lithium Ion Battery Voltage: 18v; Weight W/out Battery: Approximately 1 - 2kg; Torque: Max-160 Nm; No-load Speed: 0-2,800 Rpm; Impact Rate: 0-3,600 Bpm; Tool Holder: 1/4'' Hex Uni, Screw, Diameter: M6 – M14; Vibration Emission Value Ah: 9.5 M/s²; Uncertainty K: 1.5 M/s²; Vibration Emission Value Ah: 9.5/m/s² 1 Set - Ratchet And Socket Set, Material: Steel; Inclusions: 20 Pieces 1/2" Point Sockets1/4, 5/16, 3/8, 7/16, 1/2, 9/16, 19/32, 5/8, 11/16, 3/4, 25/32, 13/16, 7/8, 15/16, 31/32, 1, 1-1/16, 1-1/18, 1-3/16, 1-1/4; 6 Pieces 1/2" Accessories Extension Bar - 5", Extension Bar - 10", Spark Plug Socket 6 Pt. 13/16", Sliding T-bar 10" With Molded Plastic Case 1 Set - Screwdriver, Cushion Grip; Magnetized Tip For Easy Pick-up Of Screws , 6 Pcs (slotted 6mm X 150mm), Slotted Parallel 5mm X 100mm, Slotted 3mm X 100mm, Slotted 5mm X 150mm, Ph2 X 150mm, Ph1 X 100mm) 1 Set - Wrench Set, Weight: 3 - 4kg; Material: Min. Or Max Chrome Vanadium Steel; Inclusion: 8mm,9mm,10mm,12mm,13mm,14mm,17mm, 19mm,21mm,22mm, 24mm, 27mm, 30mm, 32mm *nothing Follows*

Closing Date20 Feb 2025

Tender AmountPHP 495.3 K (USD 8.5 K)

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Research Institute For Tropical Medicine, Doh Tender

Healthcare and Medicine

Philippines

Details: Description Request For Quotation Mode Of Procurement: Shopping 52.1(b) Date: _____________ Pr No.: _____________ Rfq No.: _____________ Company/business Name: Complete Office Address: Business/mayor’s Permit No: Tin: The Research Institute For Tropical Medicine – Department Of Health, Through Its Bids And Awards Committee (bac), Intends To Procure The Below Mentioned Items Through The Above-mentioned Mode Of Procurement Based On The 2016 Revised Implementing Rules And Regulations Of Republic Act No. 9184. Please Quote Your Best Offer For The Item/s Described Herein, Subject To The Terms And Conditions Provided On This Request For Quotation (rfq). Submit Your Quotation Duly Signed By You, Or Your Duly Authorized Representative Within Five (5) Days Which Shall Be Addressed To The Ritm Bids And Awards Committee. A)the Following Documents Are Required To Be Submitted Along With Your Formal Quotation: Documentary Requirement Remarks Valid And Current Mayor’s/business Permit In Case Not Yet Available, You May Submit Your Expired Mayor’s Or Business Permit With The Official Receipt Of Renewal Application. However, A Copy Of The Latest Mayor’s Or Business Permit Shall Be Required To Be Submitted After Award Of Contract But Before Payment. Valid And Current Certificate Of Platinum Membership With Valid Annex “a” May Be Submitted In Lieu Of The Mayor’s/business Permit Philgeps Registration/membership Bir Form 2303 Company Name Registered In Sec/dti/cda Must Be The Same Registered Name In Bir Form 2303. Note: Incomplete Submission Of The Required Documents Will Be A Ground For Disqualification. For Any Clarification, You May Contact Us At The Contact Information Provided: Mae Marie E. Hernandez Bac Secretariat Head (632) 8807-2628 To 32 Loc. 210 And/or 240 E-mail Address: Procurement@ritm.gov.ph / Procurement_02@ritm.gov.ph Website: Www.ritm.gov.ph Instructions: Note: Failure To Follow These Instructions Will Disqualify Your Entire Quotation. (1)do Not Alter The Contents Of This Form In Any Way. (2)the Use Of This Rfq Is Highly Encouraged To Minimize Errors Or Omissions Of The Required Mandatory Provisions. If Another Form Is Used Other Than The Latest Rfq, The Quotation Shall Contain All The Mandatory Requirements/provisions Including Manifestation On The Agreement With The Terms And Conditions Below. (3)all Technical Specifications Must Be Complied With. Failure To Comply With The Mandatory Requirements Shall Render The Quotation Ineligible/disqualified. (4)quotations May Be Submitted Through Electronic Mail At: Procurement@ritm.gov.ph / Procurement_02@ritm.gov.ph. (5)quotations, Including Documentary Requirements, Received After The Deadline Shall Not Be Accepted. For Quotations Submitted Via Electronic Mail, The Date And Time Of Receipt Indicated In The Email Shall Be Considered. Terms And Conditions: bidders Shall Provide Correct And Accurate Information Required In This Form. any Interlineations, Erasures, Or Overwriting Shall Be Valid Only If They Are Signed Or Initialed By You Or Any Of Your Duly Authorized Representative/s. price Quotation/s, To Be Denominated In Philippine Peso, Shall Include All Taxes, Duties, And/or Levies Payable – If Applicable. quotations Exceeding The Approved Budget For The Contract Shall Be Rejected. in Case Of Two Or More Bidders Are Determined To Have Submitted The Lowest Calculated Quotation/lowest Calculated And Responsive Quotation, The Ritm-bac Shall Adopt And Employ “draw Lots” As The Tie-breaking Method To Finally Determine The Single Winning Provider In Accordance With Gppb Circular 06-2005. award Of Contract Shall Be Made To The Lowest Quotation Which Complies With The Technical Specifications, Requirements And Other Terms And Conditions Stated Herein. payment Shall Be Made After Delivery And Upon The Submission Of The Required Supporting Documents, I.e., Order Slip And/or Billing Statement, By The Supplier, Contractor, Or Consultant. Our Government Servicing Bank, I.e., The Land Bank Of The Philippines, Shall Credit The Amount Due To The Identified Bank Account Of The Supplier, Contractor, Or Consultant Not Earlier Than Twenty-four (24) Hours, But Not Later Than Forty-eight (48) Hours, Upon Receipt Of Our Advice. Please Note That The Corresponding Bank Transfer Fee, If Any, Shall Be Chargeable To The Account Of The Supplier, Contractor, Or Consultant. liquidated Damages Equivalent To One-tenth Of One Percent (0.1%) Of The Value Of The Goods Not Delivered Within The Prescribed Delivery Period Shall Be Imposed Per Day Of Delay. Ritm May Terminate The Contract Once The Cumulative Amount Of Liquidated Damages Reaches Ten Percent (10%) Of The Amount Of The Contract, Without Prejudice To Other Courses Of Action And Remedies Available To The Procuring Entity. Technical Offer/proposal: After Having Carefully Read And Accepted The Instructions And Terms And Conditions, I/we Submit Our Technical Proposals/quotations For The Item/s As Follows: Item # Qty/ Unit Item Description Supplier’s Compliance (indicate Brand And/or Model, Including Complete Specifications To Be Offered - Applicable) 1 1,522/piece Ballpen, Ballpoint Pen, 1.5mm Tip, Retractable, Black General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 2 30/piece Binder, 2-ring, 1.5ins, Black, Transparent, Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 3 134/piece Binder, 3-ring, A4 Size, 1.5" General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 4 18/piece Binder, 3-ring, Legal Size, 1" Thick General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 5 22/piece Binder, 3-ring, Legal Size, 2" Thick General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 6 38/piece Binder, D-ring, 3 Hole, A4 Size, Hardbound, Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 7 48/piece Board, Clipboard, With Metal Clip, Vinyl, A4 Size General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 8 1/pack Card, Pvc, White, Iso R-80 (54mm X 86 Mm) 100 Sheets /pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 9 385/pack Clear Book Refill, A4, 10 Sheets Per Pack, International Punching 11 Holes, Fits All, Resists Tearing, Heavy Duty Reinforced Binding Edge General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 10 10/box Clear Book Refill, For 3-hole Ring Binder, A4 Size, 100 Pieces/box General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 11 48/pack Clear Book Refill, Long, 10 Sheets Per Pack, International Punching 25 Holes, Fits All, Resists Tearing, Heavy Duty Reinforced Binding Edge General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 12 470/pack Clear Sheet, For 3 Hole Ring Binder, A4 Size,10 Sheets Per Pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 13 104/box Clip, Backfold, All Metal, Clamping: 12mm (-1mm) General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 14 2/piece Cork Board, With Aluminum Frame (24" X 36") Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 15 30/piece Data File Box, Made Of Chipboard, Black, 5'' X 9'' General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 16 232/roll Double Sided Tape, Adhesive, 1/4" Wide General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 17 5/roll Film, Film For Id - Hdp5000 Film, 1500 Counts General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 18 120/piece Folder, Archfile, 2 Holes, A4, 3'' Thickness, Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 19 20/piece Folder, Clear, Transparent Folder With Slide, A4 Size (210mm X 297mm), Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 20 20/piece Folder, Legal Size (216mm X 330mm),transparent Folder With Slide, Clear, Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 21 27/pack Folder, Tagboard, For A4 Size Documents, 100/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 22 1/piece Glue Gun, Heavy Duty With High And Low Dual Temperature Settings, 220 Volts, 60 Hertz, 40 Watts, Per Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 23 7/piece Glue Gun, Hot Melt, 20-60watts, Cordless, Rechargeable, For Glue Stick Big General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 24 120/piece Glue Stick, For Hot Melt Glue Gun General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 25 30/box Hanging Folders, Poly-reinforced Top Edge And Bottom Fold Provide Added Durability Standard Green Legal-sized Hanging Folders Lighter Interior Helps Prevent Time-wasting Misfiles Includes A Printable Label Sheet And 25 Clear 1/5-cut Tabs Product Dimensions - 16 X 9.65 X 2.5 Inches (40.6 X 24.5 X 6.4 Cm) Paper Type Material, 25pcs/box, Box General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 26 40/piece Id Case, Holder, With Lace, Plastic, Vertical, (id Case: 6cm X 10cm / Lace: 1/2" X 20") General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 27 300/set Id Case, Retractable With Horizontal Id Badge Holder (66mm X 98mm) General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 28 20/piece Id Clip, Suitable For Id Jacket Size 11.5 Cm X 9 Cm General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 29 60/piece Id Jacket, Clear Type, Size: 11.5 Cm X 9 Cm General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 30 5/piece Illustration Board, 760mm X 1000mm General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 31 12/box Laminating Film, 222mm X 286mm, 250 Micron, 100 Sheets/box General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 32 11/box Laminating Film, A3 Size, 250 Micron,100 Pieces/box General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 33 59/pack Laminating Film, A4 Size, 125 Micron, 25 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 34 54/pack Laminating Film, A4 Size, 250 Micron, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 35 186/piece Magazine File Box, Large Size, Made Of Chipboard General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 36 79/piece Marker Pen Type, Fade And Water-resistant, Quick-drying, Ap Certified Non-toxic Formula, Ultra-fine Point, 0.05mm, Black, Per Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 37 5/pack Marker, Glassboard Marker, 4 Pcs Per Pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 38 110/pad Note Pad, Stick On, Lined, Yellow, 152.4mm X 101.6mm (6" X 4") General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 39 1/case Notebook, Spiral, Color: White, Cleanroom Spiral Notebook, 5.5'' X 8.5'', (140mm X 216mm), 50 Pcs/case General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 40 20/pack Onion Skin , Size: A4, 50 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 41 2/piece Organizer, Desk , Stainless Steel , (size: H:5" X W:5.5" X L:8.7", Black General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 42 2/piece Paper Cutter, Wooden, Brown, B5 Size (17.6cm X 25.0cm), Easy Adjustment For Cutting Desires With Secured Sliding Paper Size Marker General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 43 50/pack Paper Sticker, High-gloss, 8.5 X 11'', Pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 44 110/pack Paper Sticker, Matte, A4 Size, Green, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 45 10/pack Paper Sticker, Matte, Blue, A4 Size, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 46 10/pack Paper Sticker, Matte, Indigo, A4 Size, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 47 10/pack Paper Sticker, Matte, Orange, A4 Size, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 48 10/pack Paper Sticker, Matte, Pink, A4 Size, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 49 10/pack Paper Sticker, Matte, Red, A4 Size, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 50 35/pack Paper Sticker, Matte, Yellow, A4 Size, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 51 13/pack Photo Paper, Matte, Size: A4, 146gsm, 100 Sheets/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 52 20/pack Photo Paper, Photo, A3 Size, High Gloss, 230 Gsm, 20 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 53 50/ream Photocopy Paper, Letter Size 8.5x11'', 80gsm Substance 24, Ream General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 54 1/roll Plastic Cover, Transparent, Gauge 15 Hard (thickness), 48 X 50 Yards Per Roll General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 55 10/roll Property Tag, Polyester Labels, Color Solid Green, Pre-printed, 3.5" X 3.5", Non-erasable, Non-tearable, Waterproof, Can Stand For Hot And Cold Temp, Luding Resin Ribbon, 102mm X 75m For Gc420t Printer, Roll General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 56 6/roll Property Tag, Polyester Labels, Color White, Pre-printed, 2" X 1", Non-erasable, Non-tearable, Strong Adhesive Can Stand For Hot And Cold Temp, Including Resin Ribbon 56mm X 75m, 2500 Pieces/roll *item Must Be Compatible With Gc420t Printer. General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 57 138/piece Record Book, 150 Pages, Size: 214mm X 278mm Min General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 58 4/bundle Ring Binder, 84 Rings, Plastic, 64mm X 1.2m, 10 Pieces/bundle General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 59 332/piece Sign Pen, Liquid/gel Ink, 1.0 Mm Needle Tip, Blue General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 60 60/piece Sign Pen, Liquid/gel Ink, 1.0 Mm Needle Tip, Red General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. Financial Offer/proposal: Please Quote Your Best Offer For The Item/s Below. Please Do Not Leave Any Blank Items. Indicate “0” If Item Being Offered Is For Free: Item # Qty/ Unit Item Description Abc Price Proposal Unit Cost Price Proposal Total Cost 1 1,522/piece Ballpen, Ballpoint Pen, 1.5mm Tip, Retractable, Black General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 25,874.00 2 30/piece Binder, 2-ring, 1.5ins, Black, Transparent, Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 4,539.30 3 134/piece Binder, 3-ring, A4 Size, 1.5" General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 16,750.00 4 18/piece Binder, 3-ring, Legal Size, 1" Thick General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 1,944.00 5 22/piece Binder, 3-ring, Legal Size, 2" Thick General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 3,190.00 6 38/piece Binder, D-ring, 3 Hole, A4 Size, Hardbound, Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 8,251.32 7 48/piece Board, Clipboard, With Metal Clip, Vinyl, A4 Size General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 2,400.00 8 1/pack Card, Pvc, White, Iso R-80 (54mm X 86 Mm) 100 Sheets /pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 1,210.00 9 385/pack Clear Book Refill, A4, 10 Sheets Per Pack, International Punching 11 Holes, Fits All, Resists Tearing, Heavy Duty Reinforced Binding Edge General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 7,700.00 10 10/box Clear Book Refill, For 3-hole Ring Binder, A4 Size, 100 Pieces/box General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 2,829.80 11 48/pack Clear Book Refill, Long, 10 Sheets Per Pack, International Punching 25 Holes, Fits All, Resists Tearing, Heavy Duty Reinforced Binding Edge General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 936.00 12 470/pack Clear Sheet, For 3 Hole Ring Binder, A4 Size,10 Sheets Per Pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 16,450.00 13 104/box Clip, Backfold, All Metal, Clamping: 12mm (-1mm) General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 1,687.92 14 2/piece Cork Board, With Aluminum Frame (24" X 36") Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 1,440.00 15 30/piece Data File Box, Made Of Chipboard, Black, 5'' X 9'' General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 2,802.30 16 232/roll Double Sided Tape, Adhesive, 1/4" Wide General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 15,080.00 17 5/roll Film, Film For Id - Hdp5000 Film, 1500 Counts General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 94,170.00 18 120/piece Folder, Archfile, 2 Holes, A4, 3'' Thickness, Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 10,200.00 19 20/piece Folder, Clear, Transparent Folder With Slide, A4 Size (210mm X 297mm), Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 180.00 20 20/piece Folder, Legal Size (216mm X 330mm),transparent Folder With Slide, Clear, Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 200.00 21 27/pack Folder, Tagboard, For A4 Size Documents, 100/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 8,286.30 22 1/piece Glue Gun, Heavy Duty With High And Low Dual Temperature Settings, 220 Volts, 60 Hertz, 40 Watts, Per Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 924.00 23 7/piece Glue Gun, Hot Melt, 20-60watts, Cordless, Rechargeable, For Glue Stick Big General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 4,200.00 24 120/piece Glue Stick, For Hot Melt Glue Gun General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 840.00 25 30/box Hanging Folders, Poly-reinforced Top Edge And Bottom Fold Provide Added Durability Standard Green Legal-sized Hanging Folders Lighter Interior Helps Prevent Time-wasting Misfiles Includes A Printable Label Sheet And 25 Clear 1/5-cut Tabs Product Dimensions - 16 X 9.65 X 2.5 Inches (40.6 X 24.5 X 6.4 Cm) Paper Type Material, 25pcs/box, Box General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 28,500.00 26 40/piece Id Case, Holder, With Lace, Plastic, Vertical, (id Case: 6cm X 10cm / Lace: 1/2" X 20") General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 1,760.00 27 300/set Id Case, Retractable With Horizontal Id Badge Holder (66mm X 98mm) General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 13,098.00 28 20/piece Id Clip, Suitable For Id Jacket Size 11.5 Cm X 9 Cm General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 194.00 29 60/piece Id Jacket, Clear Type, Size: 11.5 Cm X 9 Cm General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 1,855.80 30 5/piece Illustration Board, 760mm X 1000mm General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 346.50 31 12/box Laminating Film, 222mm X 286mm, 250 Micron, 100 Sheets/box General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 11,820.00 32 11/box Laminating Film, A3 Size, 250 Micron,100 Pieces/box General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 19,580.00 33 59/pack Laminating Film, A4 Size, 125 Micron, 25 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 8,850.00 34 54/pack Laminating Film, A4 Size, 250 Micron, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 7,020.00 35 186/piece Magazine File Box, Large Size, Made Of Chipboard General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 8,511.36 36 79/piece Marker Pen Type, Fade And Water-resistant, Quick-drying, Ap Certified Non-toxic Formula, Ultra-fine Point, 0.05mm, Black, Per Piece General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 9,124.50 37 5/pack Marker, Glassboard Marker, 4 Pcs Per Pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 3,000.00 38 110/pad Note Pad, Stick On, Lined, Yellow, 152.4mm X 101.6mm (6" X 4") General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 19,324.80 39 1/case Notebook, Spiral, Color: White, Cleanroom Spiral Notebook, 5.5'' X 8.5'', (140mm X 216mm), 50 Pcs/case General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 34,715.00 40 20/pack Onion Skin , Size: A4, 50 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 3,465.00 41 2/piece Organizer, Desk , Stainless Steel , (size: H:5" X W:5.5" X L:8.7", Black General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 3,300.00 42 2/piece Paper Cutter, Wooden, Brown, B5 Size (17.6cm X 25.0cm), Easy Adjustment For Cutting Desires With Secured Sliding Paper Size Marker General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 1,424.00 43 50/pack Paper Sticker, High-gloss, 8.5 X 11'', Pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 2,599.00 44 110/pack Paper Sticker, Matte, A4 Size, Green, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 6,050.00 45 10/pack Paper Sticker, Matte, Blue, A4 Size, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 550.00 46 10/pack Paper Sticker, Matte, Indigo, A4 Size, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 550.00 47 10/pack Paper Sticker, Matte, Orange, A4 Size, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 550.00 48 10/pack Paper Sticker, Matte, Pink, A4 Size, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 550.00 49 10/pack Paper Sticker, Matte, Red, A4 Size, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 550.00 50 35/pack Paper Sticker, Matte, Yellow, A4 Size, 10 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 1,925.00 51 13/pack Photo Paper, Matte, Size: A4, 146gsm, 100 Sheets/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 7,150.00 52 20/pack Photo Paper, Photo, A3 Size, High Gloss, 230 Gsm, 20 Pieces/pack General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 7,420.00 53 50/ream Photocopy Paper, Letter Size 8.5x11'', 80gsm Substance 24, Ream General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 8,500.00 54 1/roll Plastic Cover, Transparent, Gauge 15 Hard (thickness), 48 X 50 Yards Per Roll General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 2,750.00 55 10/roll Property Tag, Polyester Labels, Color Solid Green, Pre-printed, 3.5" X 3.5", Non-erasable, Non-tearable, Waterproof, Can Stand For Hot And Cold Temp, Luding Resin Ribbon, 102mm X 75m For Gc420t Printer, Roll General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 90,090.00 56 6/roll Property Tag, Polyester Labels, Color White, Pre-printed, 2" X 1", Non-erasable, Non-tearable, Strong Adhesive Can Stand For Hot And Cold Temp, Including Resin Ribbon 56mm X 75m, 2500 Pieces/roll *item Must Be Compatible With Gc420t Printer. General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 17,532.90 57 138/piece Record Book, 150 Pages, Size: 214mm X 278mm Min General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 6,486.00 58 4/bundle Ring Binder, 84 Rings, Plastic, 64mm X 1.2m, 10 Pieces/bundle General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 751.92 59 332/piece Sign Pen, Liquid/gel Ink, 1.0 Mm Needle Tip, Blue General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 13,270.04 60 60/piece Sign Pen, Liquid/gel Ink, 1.0 Mm Needle Tip, Red General Requirements 1.) Certification From The Bidder That The Items/products Offered Are Original And Brand New Upon Delivery. 2.) Product Brochure Of Specific Product/item Being Offered Indicated In The Bid Proposal. 2,398.20 Delivery Period: 30 Working Days Total Offered Quotation In Words: ______________ In Figures: ______________ Price Validity: ________________ Payment Terms: Thirty (30) Calendar Days Payment Details: Banking Institution: _________________________________________________ Account Number: __________________________________________________ Account Name: _________________________________________________ Branch: _________________________________________________ Note: Only The Actual Amount Of The Accepted Items Shall Be Paid. ___________________________ Signature Over Printed Name Of Authorized Representative ___________________________ Position/designation ___________________________ Office Telephone/fax/mobile Nos. ___________________________ Email Address/es

Closing Date25 Feb 2025

Tender AmountPHP 577.6 K (USD 9.9 K)

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Research Institute For Tropical Medicine, Doh Tender

Healthcare and Medicine

Philippines

Closing Date21 Feb 2025

Tender AmountPHP 577.6 K (USD 9.9 K)

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Benguet State University - BSU Tender

Philippines

Details: Description Item No. Qty Unit Item "technical Specifications (brand And Model)" Abc Comply Counter Offer 1 (one) Lot Supply And Delivery Of Office Supplies & Paper Materials 819,648.51 1 35 Pc Arch File Folder, Size: Legal, Vertical, Side Clip, Color: Black 8,750.00 2 20 Pc Arch File Folder 3", Size: A4 (2 Ring Binder, Side Clip), Color: Black 2,400.00 3 20 Pc Arch File Folder 3", Size: Legal (2 Ring Binder, Side Clip), Color: Black 2,400.00 4 24 Box Ballpen, 0.3mm Ballpoint, Fine (black), 12pcs/box 4,320.00 5 373 Box Ballpen, 0.5mm Ballpoint, Fine (black), 12pcs/box 55,950.00 6 167 Box Ballpen, 0.5mm Ballpoint, Fine (blue), 12pcs/box 25,050.00 7 88 Box Ballpen, 0.5mm Ballpoint, Fine (red), 12pcs/box 13,200.00 8 10 Box Ballpen, 0.7mm Ballpoint, Fine (black), 12pcs/box 1,980.00 9 2 Pair Battery, Rechargeable, Aa 410.00 10 2 Pair Battery, Rechargeable, Aaa 390.00 11 1 Pc Battery Charger, 4 Slot, Compatible With Aa & Aaa 800.00 12 51 Pack Battery, Dry Cell, Aa, 1.5 Volts, Alkaline, 2pcs/pack 2,805.00 13 50 Pack Battery, Dry Cell, Aaa, 1.5 Volts, Alkaline, 2pcs/pack 3,000.00 14 130 Pc Certificate Holder Size Short, Color Green, With 2 Hangers For Portrait And Landscape Orientations 6,500.00 15 1084 Pc Certificate Holder Size A4, Color Green, With 2 Hangers For Portrait And Landscape Orientations 54,200.00 16 113 Pc Certificate Holder Size Long, Color Green, With 2 Hangers For Portrait And Landscape Orientations 6,780.00 17 8 Box Clip, Backfold, 15mm, 12pcs/box 96.00 18 15 Box Clip, Backfold, 41mm, 12pcs/box 525.00 19 22 Pc Correction Tape, Disposable, Length: 8m Min. 605.00 20 2 Pc Cork Board 18 X 24 Inches 1,200.00 21 1 Pc Cork Board With Frame, 36 X 48" 2,750.00 22 1 Pc Cork Board 1200 X 900mm 500.00 23 4 Pc Cutter/utility Knife, For General Purpose, With Anti-slip Grip Plastic Molded Body, Built-in Blade Snapper, Steel Blade Track & Safety Screw Locking; Blade Measurement: 100mm, Width:16mm, Thickness:0.40mm At Least 176.00 24 65 Pc Correction Tape, Disposable, Length: 8m Min. 1,787.50 25 25 Pc Data Folder, Made Of Chipboard, Taglia Lock, Portrait 6,250.00 26 3 Pc Desk Organizer, 3 Layer, Metal 3,285.00 27 16 Unit Desk Organizer, 7 In 1, School Supplies Storage Holder, Color Black, Metal Mesh 5,600.00 28 36 Pc Document Tray File Organizer 4-tier, Color Black ; Material: Metal ; Overall Size: 30cm X 35cm X 30cm 14,400.00 29 85 Roll Double Sided Tape, With Foam, 1" , Min. 5meters/roll 7,650.00 30 240 Roll Double Sided Tape, Without Foam, 1" , Min. 10meters/roll 7,200.00 31 57 Roll Duct Tape, 2" , 11 Yards/roll, Color: Black 4,702.50 32 10 Roll Duct Tape, 2" , 11 Yards/roll, Color: Green 1,000.00 33 4 Roll Duct Tape 2", 11yards/roll, Color Yellow 360.00 34 2 Roll Duct Tape, Waterproof, 3" , Color Gray, 25meters/roll Min 700.00 35 10 Roll Duct Tape, 48mm X 11 Yards, Color Black 1,100.00 36 10 Roll Duct Tape, 48mm X 11 Yards, Color Pink/white/maroon 1,100.00 37 28 Box Fastener, Plastic, 70mm, Between Prongs 50pcs/box 1,386.00 38 6 Box Fastener, Plastic, Extra Long, 8.5 Inches, 50sets/box 1,500.00 39 20 Pc File Case, Size Legal, Clear/tranparent (portable Project Case File) 4,000.00 40 6 Box Folder, Pressboard With Insertable Metal Tab, Size: 240mm X 370mm (-5mm), 100pcs/box 9,000.00 41 1 Pc Gun Tucker, Quick Jam Release, Adjustable Driving Force, Made Of All Steel Construction 350.00 42 2 Pc Highlighter, Color: Yellow 50.00 43 2 Pc Highlighter, Color: Pink 50.00 44 2 Pc Highlighter, Color: Orange 50.00 45 1 Pc Highlighter, Color Blue 44.00 46 20 Pc Ink Refill, Whiteboard Marker, Color Black, 30ml 3,080.00 47 1 Bottle Ink, For Stamp Pad, Color: Purple 28.79 48 5 Pack Laminating Film, Size A4, 125 Microns Thickness, 100sheets/pack 2,800.00 49 2 Roll Laminating Film, Size: 9", 127 Microns (5mil) 50meters/roll 5,000.00 50 1 Pack Laminating Film, Size Long, 125 Micron Thickness, 100sheets/pack 650.00 51 1 Pack Laminating Film, Size: Long, 250 Microns Thickness, 100pcs/pack 1,650.00 52 20 Pc Lever Arch File, Made Of Chipboard, Taglia Lock, Size Legal, Vertical, Color: Blue 4,900.00 53 5 Pc Lever Arch File Binder Top Mechanism (2-d Ring=7cm) ,(height-14" X Length-11" X Width-3") 1,475.00 54 1 Unit Laminating Machine, Thermal, 250 Microns Maximum Laminating Film Thickness, Up To A3 Size, 4 Heat Resisting Silicone Rollers, Steel Case, Hot And Cold Laminating, Atleast 13" Laminating Length 4,180.00 55 1 Set Looseleaf Cover / Looseleaf Folder, Size Long 2,900.00 56 25 Pc Magazine File Box, Size Large, Color Green 3,875.00 57 1 Pack Marker, Permanent, Black, Broad, 12pcs/pack 700.00 58 1 Box Marker, Permanent Twin Marker, 1.0mm & 0.4mm Tip, Color Black, 12pcs/box 341.00 59 3 Pc Marker, Permanent, Chisel Tip, Black 270.00 60 3 Pc Marker, Permanent, Chisel Tip, Blue 270.00 61 3 Pc Marker, Permanent, Chisel Tip, Red 270.00 62 6 Pc Mouse Pad With Gel Wrist Support 1,200.00 63 16 Pc Mouse Pad, Desk Type With Foam Wrist Rest 4,800.00 64 11 Unit Multi-layer Storage For Papers And Documents ; 5 Drawers ; With Hole Each Drawer For Wasy Grip And Crrying; Size: 14 1/4" X 10 7/8 X 10 7/8" (l X H X W) 9,680.00 65 1 Unit Paper Cutter (sliding; Heavy Duty; Size: A3 ; Metal Base) 3,000.00 66 1 Unit Pencil Sharpener, Double Thickness Steel Body, Auto Feed & Auto Stop Feature, Detachable Blade, Desk Clamp Mount 650.00 67 1 Box Pressboard Expanded Folder, Size: 240mm X 370mm (-5mm), 100 Pcs/box 1,250.00 68 2 Unit Puncher, 2-hole, Self-centering Double Gauge, Metal Chip Tray 2,600.00 69 126 Box/case Push Pin, Flat Head Type, 50's 3,780.00 70 4 Pack Pvc Binding Cover, Size A4, Clear, 200micron, 100pcs/pack 1,600.00 71 2 Ream Pvc Binding Cover, 300 Microns, Size Long, Acetate 100sheets/ream 2,400.00 72 46 Pack Pvc Binding Cover, Clear, 200micron, Size Long, 100pcs/pack 18,400.00 73 49 Pc Record Book, 300 Pages, Size: 216mm X 279mm 4,655.00 74 10 Pc Record Book, 500 Pages, Size: 214mm X 278mm Min 1,245.60 75 5 Roll Ribbon, Satin, 1 Inch, 50 Yards/roll, Color Black 3,000.00 76 5 Bundle Ring Binder, Plastic, 1/4" (6mm), 84 Rings, Color Black, 10pcs/bundle 625.00 77 1 Bundle Ring Binder, Plastic, 5/16" (8mm), 84 Rings, Color Black, 10pcs/bundle 310.00 78 5 Bundle Ring Binder, Plastic, 3/8" (10mm), 84 Rings, Color Black, 10pcs/bundle 725.00 79 7 Bundle Ring Binder, Plastic, 1/2" (12mm), 84 Rings, Color Black, 10pcs/bundle 1,365.00 80 1 Bundle Ring Binder, Plastic. 3/4" (20mm), 84 Rings, Color Black, 10pcs/bundle 300.00 81 7 Bundle Ring Binder, Plastic, 1" (25mm), 84 Rings, Color Black,10pcs/bundle 2,485.00 82 1 Bundle Ring Binder, Plastic. 1-1/4" (32mm), 84 Rings, Color Black, 10pcs/bundle 495.00 83 6 Bundle Ring Binder, Plastic, 1-1/2" (38mm), 84 Rings, Color Black,10pcs/bundle 3,300.00 84 6 Bundle Ring Binder, Plastic, 1-3/4" (45mm), 84 Rings, Color Black, 10pcs/bundle 3,720.00 85 6 Bundle Ring Binder, Plastic. 2" (51mm), 84 Rings, Color Black, 10pcs/bundle 4,290.00 86 1 Bundle Ring Binder, Plastic. 2-1/2 (64mm), 84 Rings, Color Black, 10pcs/bundle 900.00 87 1 Bundle Ring Binder, Plastic. 2-3/4 (70mm), 84 Rings, Color Black, 10pcs/bundle 1,100.00 88 1 Bundle Ring Binder, Plastic. 3" (76mm), 84 Rings, Color Black, 10pcs/bundle 1,300.00 89 10 Pc Ring Binder Plastic, 12.7mm X 1.12mm (1/2" X 44") 350.00 90 10 Pc Ring Binder Plastic, 19mm X 1.12mm (3/4" X 44") 400.00 91 6 Box Rubber Band No. 16, Small, 350g 300.00 92 23 Box Rubber Band, 50 Grams, Dimension: 6 X 7 X 7cm 575.00 93 14 Pair Scissor With Hard Grip, 6.5" 847.00 94 2 Pair Scissor Stainless Steel, 8", Heavy Duty 400.00 95 50 Pc Signing Pen, Pigment Ink, Water Based, Water Resistant, Acid Free, Color Black, 1.0mm 3,900.00 96 10 Pc Sign Pen, V10 Grip Hi-techpoint Rollerball Pen Liquid Ink, Broad Tip, Color: Black Ink 800.00 97 15 Box Sign Pen, Extra Fine Tip 0.3mm Gel Pen, Fine (blue), 12pcs/box 4,500.00 98 15 Box Sign Pen, Extra Fine Tip 0.5mm Gel Pen, Fine (blue), 12pcs/box 4,500.00 99 15 Box Sign Pen, Violet, Liquid/gel Ink, 0.5mm, Needle Tip, 12pcs/box 4,350.00 100 8 Pc Sign Pen, Fine Tip, Color Black, 0.5mm 357.76 101 8 Pc Sign Pen, Fine Tip, Color Blue, 0.5mm 357.76 102 20 Pc Sign Pen, Color Black, Liquid Gel, Ball-point 0.7mm; Retractable 1,258.40 103 10 Pc Sign Pen, Color Blue, Liquid Gel, Ball-point 0.7mm; Retractable 890.00 104 2 Pc Stainless Steel Ruler, 12" 180.00 105 2 Pc Stainless Steel Ruler, 24" 380.00 106 15 Pc Spiral Coil Compatible To 3:1 And 2:1 Pitch, Can Be Used Up To Long Size Documents; Size: 10mm - 60 Pages 270.00 107 15 Pc Spiral Coil Compatible To 3:1 And 2:1 Pitch, Can Be Used Up To Long Size Documents; Size: 14mm - 100 Pages 285.00 108 15 Pc Spiral Coil Compatible To 3:1 And 2:1 Pitch, Can Be Used Up To Long Size Documents; Size: 18mm - 140 Pages 315.00 109 1 Pc Stapler No. 35 With Remover 154.00 110 1 Box Stapler Wire, Heavy Duty (binder Type), 23/20 215.00 111 5 Box Stapler Wire, Heavy Duty (binder Type), Crown Width: 12mm, Leg Length: 15mm 350.00 112 2 Pc Stapler Remover, Plier Type 132.00 113 20 Pc Table Name Plate (tobleron), Acrylic, 2 Sided, W-3.5" , H-4" , L-11" 4,500.00 114 12 Pc Table Name Plate Holder, Acrylic, Triangular Clear, 12" X 4" X 4" Thnickness: 1.5mm 3,000.00 115 1 Roll Tape Binding (30mm), 25meters/roll Min. 50.00 116 3 Roll Tape Binding (50mm), 25meters/roll Min. 240.00 117 2 Roll Tape Binding (60mm), 25meters/roll Min. 200.00 118 23 Roll Tape, Transparent, Withd: 24mm, 50 Meters/roll 632.50 119 3 Roll Tape, Transparent, Width: 48mm, 50 Meters/roll 88.50 120 10 Pack Tissue, Interfolded Paper Towel, Width Of Sheet: 200mm , Length Of Sheet: 200mm, Basis Weight: 32-35gsm, Raw Materials From 100% Recycled Fiber, At Least Elemental Chlorine Free(ecf), Total Number Of Sheets Per Pack: At Least 150 Pulls, Interfolded, Number Of Ply: One (1) Ply, High Quality 338.00 121 10 Pack Toilet Tissue Paper, 2ply Sheets, Weight (min): 28gsm, Width Of Sheet: 100mm, Leng Of Sheet: 114mm, 150 Pull Per Roll (300 Sheets) (min.), Paper Shall Be At Least Elemental Chlorine Free (ecf), 12 Rolls In A Pack 998.40 122 2 Unit White Board, 48" X 72" With Frame, Magnetic, Wall Type 11,660.00 123 4 Unit White Board With Frame, Magnetic, 36" X 36" 23,320.00 124 1 Unit White Board, With Aluminum Frame, (3x5m) 2,500.00 125 182 Ream Bond Paper, Short, 8"x11", 80gsm, 500 Sheets/ream 40,040.00 126 241 Ream Bond Paper, A4, 80gsm, 8.3" X 11.7" , (210mm X 297mm), 500 Sheets/ream 55,430.00 127 250 Ream Bond Paper, Long, 80 Gsm, 8.5" X 13" , (216mm X 330mm), 500sheets/ream 63,750.00 128 59 Ream Bond Paper, Legal, 80gsm, 8.5" X 14" , (215.9mm X 355.6mm), 500sheets/ream 19,275.30 129 99 Ream Bond Paper, A3, 80gsm, 11.7" X 16.5" (297mm X 420mm), 500 Sheets/ream 43,560.00 130 10 Pack Certificate Paper Laid Specialty Paper (a4), White, 10pcs/pack 450.00 131 20 Pack Certificate Paper, Size A4, 220gsm, 10sheets/pack, Cream/white 700.00 132 20 Pack Certificate Paper, Size Long, 220gsm, 10sheets/pack, Cream/white 700.00 133 7 Pack Colored Assorted Paper, Size Long, 250's 1,540.00 134 2 Pack Construction Paper, Size Legal, Assorted Color, (9x12), 20pcs/pack 100.00 135 1 Pack Construction Paper, Size Legal, Cream Color, (9x12), 20pcs/pack 50.00 136 1 Box Paper, Parchment, Multi-purpose, Fine Franslucent, 80gsm, Color Ivory, Suitable For Laser/inkjet Printing, 100 Sheets Per Box 500.00 137 76 Pack Photo Paper, Size Legal, Glossy, 20pcs/pack 8,360.00 138 10 Pack Specialty Paper, Size Letter, 80gsm, Color: White,10pcs/pack 1,000.00 139 63 Pack Specialty Paper, Size Short, 90gsm, Pale Cream, 10pcs/pack 1,732.50 140 5 Pack Specialty Paper, Size Short, 200gsm, Color: White 100pcs/pack 2,500.00 141 13 Pack Specialty Paper, Size Short, 200gsm, Pale Cream, 10pcs/pack 572.00 142 5 Pack Specialty Paper, Size Letter, 220gsm, Color: White 10pcs/pack 500.00 143 25 Pack Specialty Paper, Size A4, 80gsm, Color: White 10pcs/pack 1,000.00 144 5 Pack Specialty Paper, Size A4, 90gsm, Color: White 10pcs/pack 125.00 145 1 Ream Specialty Paper, Size A4, 90gsm, Color: White 500pcs/ream 500.00 146 25 Pack Specialty Paper, Size A4, 200gsm, Color: White, 10pcs/pack 1,000.00 147 3 Pack Specialty Paper, Size A4, 200gsm, Color: White 100pcs/pack 1,950.00 148 52 Ream Specialty Paper, Size A4, 200gsm, Pale Cream, 500pcs/ream 78,000.00 149 90 Pack Specialty Paper, Size A4, 220gsm, Color: White 10pcs/pack 4,950.00 150 50 Pack Specialty Paper, Size Long, 80gsm, Color: White 10pcs.pack 2,850.00 151 106 Pack Specialty Paper, Size Legal, 90gsm, Pale Crea, 10pcs/pack 4,240.00 152 197 Pack Specialty Paper, Size Legal, 200gsm, Color: White 10pcs/pack 8,668.00 153 5 Pack Specialty Paper, Size Long, 200gsm, Pale Cream, 10pcs/pack 395.00 154 1 Pack Specialty Paper, Size Legal, 200gsm,pale Cream, 100pcs/pack 650.00 155 3 Ream Specialty Paper, Size Legal, 200gsm, Pale Crea, 500pcs/ream 4,950.00 156 17 Pack Specialty Paper, Size Long, 220gsm, Color: White 10pcs/pack 935.00 157 30 Pack Sticker Paper, Size A4, All Weather, Strong Adhesive, White, 10pcs/pack 6,000.00 158 84 Pack Sticker Paper, Size A4, Matte, White, 10pcs/pack 5,082.00 159 1 Pack Sticker Paper, Size A4, Matte, White, 100pcs/pack 300.00 160 10 Pack Sticker Paper, Size A4, Glossy, White, 20pcs/pack 750.00 161 51 Pack Sticker Paper, Size Legal, Matte, White, 10pcs/pack 3,927.00 162 2 Pack Sticker Paper, Size Legal, Glossy, White 20pcs/pack 420.00 163 5 Pad Sticky Note 3"x5", Color: Yellow/light Green/light Blue Or Light Pink, With Writing Lines; Landscape Orientation, 100 Sheets/pad 325.00 164 6 Pack Sticky Note 12.7mm X 44.4mm , 5 Pads Per Pack, Color: Pink/orange/yellow/light Green, Light Blue, 100sheet/pad 360.00

Closing Date7 Feb 2025

Tender AmountPHP 819.6 K (USD 14 K)

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City Center for Culture and Sports Tender

Others

Czech Republic

Details: The subject of the small-scale public contract is the modernization of the social facilities of the open-air cinema in Sezimovo Ústí, in the building of the projection room. The current social facilities in the underground floor will be reconstructed, and a new toilet for the disabled will be created on the above-ground floor. The action is divided into two stages, which are necessarily related and will be directly connected to each other. In the first stage, all work in the 1st floor from the point of view of social facilities will take place. The subject of the second stage will be the construction of a ramp and a toilet for the disabled in the 1st floor. The construction plan represents construction modifications in the following scope: 1. Demolition and dismantling work. 2. Replacement of all interior cladding, plaster, floors, doors and sanitary ware, fixtures. 3. In the 1st floor, an opening will be bricked up into the projection room and a new one will be knocked down into the perimeter wall in place of the existing window as an entrance. An outdoor ramp with a railing will be built at the entrance and a new toilet will be installed. 4. New distributions of the technical equipment of the buildings will also be carried out, modifications to the existing air conditioning equipment and electrical installations will be made. 5. The water supply connection will be made new along the original route, and this will be 17 MA long, equipped with a water meter, and the heating of hot water will be solved by a boiler without circulation. 6. Modifications to the air conditioning system will be carried out; the suction part of the distributions, including the fan, will be dismantled and replaced with new ones, the exhaust part will be renovated. 7. The electrical installation of the modified parts will be connected from the existing switchboard, which will be modified to add circuit breakers to the DIN rail; Existing Circuits Will Be Disconnected And Canceled. 8. All Details Are Part Of The Attached Project Documentation. 9. The Contractor Is Obliged To Use Selected Reference Products During Implementation Regarding The Tiling And Flooring Selected By The Client: Flooring: • Vogue System Interni In Nero 20x20 Tile: • Vogue System Interni Ghiaccio 20x20 – White • Hidra Prisma White Mate 20x20/ Retro Flooring Deceram Pam Cement Star Black 20x20 Rett. (This is another name for the same cladding) 10. Requirements for the profession: Construction (demolition work, excavations, foundation construction of the ramp, waterproofing, replacement of window and door fillings, wall surface treatment), plumbing work, locksmith work, so-called - ventilation distribution, electrical 11. During the work, the investor will convene inspection days. Necessary consultations will be carried out continuously, according to the current situation in the progress of the work. All results of the consultations will be stated in a separate record. 12. The work will be valued and subsequently carried out according to the project documentation and the specified description of the public contract.

Closing Date24 Jan 2025

Tender AmountCZK 2.3 Million (USD 94.3 K)

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Amt Ruhland Tender

Germany

Details: 1. Stage 1: Soil report 1.1 Soil report for the property or for adjacent properties to be determined by the client by: - Approx. 6 soundings (core drilling/method of choice of the client), up to approx. 7 m below ground level - Determination of the sounding locations in coordination with structural planning and architects, including setting up and clearing the sampling points and, if necessary, obtaining the necessary permits for inspection/sampling from the property owners on third-party properties. The foundation is designed as an elastically bedded floor slab. The dimensions of the base plate are approximately (55 ... 60 m) x (40 ... 45) m. (see attachment: site plan sketch, work status Jan. 2025) The following geotechnical information is required as a basis for the specialist structural planning: - Subsoil model with details of the soil mechanical parameters G / G" / F / C of the subsoil layers based on boreholes and pressure probes in the required number. - Information on any required subsoil replacement or any required subsoil improvement, including height, properties and compaction requirements for any required base layers and/or frost protection layers. - Information on the bedding module for a calculation as an elastically bedded base plate, including confirmation of a course of the bedding module to take into account the edge stiffening constant with 1.0 XK at half the slab length L and 2.0 XK on a length from the quarter point to the slab edge, a slab length L With the smallest value of the slab footprint dimensions and consideration of the bedding modulus which increases linearly from 1.0 XK to 2.0 XK as a section-by-section constant value of 1.5 XK in the edge area and 2.0 XK in the corner area. - Information on the permissible soil pressure and on possible and probable settlements. The anticipated soil pressures for an ideally rigid support are typically (35 ... 45 Kn/m²) for Gk and (5 ... 10 Kn/m²) for Qk - Information on the structural waterproofing of components in contact with the ground, including a possible design as a Wu construction for both stress classes 1 and 2 in accordance with the Wu guideline. - Information on any required groundwater lowering if the structure is located in the groundwater and information on groundwater aggressiveness. - Information for the execution of a sloped excavation pit and any required excavation pit support for the alternatives of a pile wall and sheet pile wall. 2. Stage 2: Additional soundings 2.1 Approx. 4 additional soundings according to the object and/or structural planning 3. Stage 3: Sampling during construction 3.1 Lph8: Compressive strength sampling for testing on the part of pre-compacted soils; on the instructions of the Bü (plate pressure tests) Details see C.1_performance description

Closing Date25 Feb 2025

Tender AmountRefer Documents

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BARANGAY STA ROSA, BALANGIGA EASTERN SAMAR Tender

Philippines

Details: Description S P E C I F I C A T I O N S B.5 Project Billboard The Contractor Shall Install One (1) Billboard Measuring 8 Ft. X 8 Ft. Tarpaulin, In Front Of The Project Site. Project Billboard Shall Be Installed For Government Information Projects To Inform The Public Of The Implementation Of The Project And To Advise The Road Users Of The On-going Construction. Upon Completion Of The Work, All Signs Installed Shall Be Removed From The Site. 102(1) Roadway Excavation Removal Of Unsuitable Material Where The Plans Show The Top Portion Of The Roadbed To Be Selected Topping, All Unsuitable Materials Shall Be Excavated To The Depth Necessary For Replacement Of The Selected Topping To The Required Compacted Thickness. Where Excavation To The Finished Graded Section Results In A Subgrade Or Slopes Of Unsuitable Soil, The Engineer May Require The Contractor To Remove The Unsuitable Material And Backfill To The Finished Graded Section With Approved Material. The Contractor Shall Conduct His Operations In Such A Way That The Engineer Can Take The Necessary Cross-sectional Measurements Before The Backfill Is Placed. The Excavation Of Muck Shall Be Handled In A Manner That Will Not Permit The Entrapment Of Muck Within The Backfill. The Material Used For Backfilling Up To The Ground Line Or Water Level, Whichever Is Higher, Shall Be Rock Or Other Suitable Granular Material Selected From The Roadway Excavation, If Available. If Not Available, Suitable Material Shall Be Obtained From Other Approved Sources. Unsuitable Material Removed Shall Be Disposed Off In Designated Areas Shown On The Plans Or Approved By The Engineer. Item 201 – Aggregate Base Course 201.1 Description This Item Shall Consist Of Furnishing, Placing And Compacting An Aggregate Base Course On A Prepared Sub-grade/sub-base In Accordance With This Specification And The Lines, Grades, Thickness And Typical Cross-sections Shown On The Plans, Or As Established By The Lgu Project Engineer. 201.2 Material Requirements Aggregate For Base Course 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 Base. In Some Areas Where The Conventional Base Course Materials Are Scarce Or Non-available, The Use Of 40% Weathered Limestone Blended With 60% Crushed Stones Or Gravel Shall Be Allowed, Provided That The Blended Materials Meet The Requirements Of This Item. The Base Course Material Shall Conform To Table 201.1, Whichever Is Called For In The Bill Of Quantities Table 201.1 – Grading Requirements Sieve Designation Mass Percent Passing Standard, Mm Alternate Us Standard Grading A Grading B 50 2” 100 37.5 1-1/2” - 100 25.0 1” 60 – 85 - 19.0 ¾” - 60 – 85 12.5 ½” 35 – 65 - 4.75 No. 4 20 – 50 30 – 55 0.425 No. 40 5 – 20 8 – 25 0.075 No. 200 0 – 12 2 – 14 The Fraction Passing The 0.075 Mm (no. 200) Sieve Shall Not Be Greater Than 0.66 (two Thirds) Of The Fraction 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 25 And Plasticity Index Not Greater Than 6 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 Test Determined By Aashto T 96. The Material Passing The 19 Mm (3/4 Inch) Sieve Shall Have A Soaked Cbr Value Of Not Less Than 80% As Determined By Aashto T 193. The Cbr Value Shall Be Obtained At The Maximum Dry Density (mdd) As Determined By Aashto T 180, Method D. If Filler, In Addition To That Naturally Present, Is Necessary For Meeting The Grading Requirements Or For Satisfactory Bonding, It Shall Be Uniformly Blended With The Base Course Material On The Road Or In A Pug Mill Unless Otherwise Specified Or Approved. Filler Shall Be Taken From Sources Approved By The Lgu Project Engineer, Shall Be Free From Hard Lumps And Shall Not Contain More Than 15 Percent Of Material Retained On The 4.75 Mm (no. 4) Sieve. 201.3 Construction Requirements 201.3.1 Preparation Of Existing Surface The Existing Surface Shall Be Graded And Finished As Provided Under Item 105, Sub-grade Preparation, Before Placing The Base Material. 201.3.2 Placing It Shall Be In Accordance With All The Requirements Of Subsection 200.3.2, Placing. 201.3.3 Spreading And Compacting It Shall Be In Accordance With All The Requirements Of Subsection 200.3.3, Spreading And Compacting. 201.3.4 Additional Filler Additional Filler, When Required And When Not Added At The Screening Plant, Shall Be Spread In A Uniform Layer Over The Loosely Spread Base Material As Specified By The Lgu Project Engineer, Scarified By Appropriate Heavy Equipment And Then Watered And Mixed As Described Above. These Materials Are Incidental To The Work And No Payment Shall Be Made By The Project To The Contractor. 201.3.5 Trial Sections Trial Sections Shall Conform In All Respects To The Requirements Specified In Subsection 200.3.4. 201.3.6 Tolerances The Aggregate Base Course Shall Be Laid To The Designed Level And Transverse Slopes Shown On The Plans. The Allowable Tolerances Shall Be In Accordance With Following: Permitted Variation From Design Thickness Of Layer ± 10 Mm Permitted Variation From Design Level Of Surface + 5 Mm -10 Mm Permitted Surface Irregularity Measured By 3-m Straight-edge 5 Mm Permitted Variation From Design Crossfall Or Camber ± 0.2% Permitted Variation From Design Longitudinal Grade Over 25 M In Length ± 0.1% 201.4 Environmental Measures During The Course Of Hauling Operations, The Contractor Must At All Times Provide The Necessary Cover For The Dump Body Of The Hauling Equipment To Prevent Accidental Spoilage Of Earth Materials That Will Injure The Travelling Public Or People Living Near By. The Travel Route Of The Hauling Equipment’s Must Always Be Moist To Prevent Blowing Up Of Dusts Particles. Likewise, The Contractor Must Always Observe The Noise Level Of The Exhaust Mufflers Of The Heavy Equipment’s To Be At Minimum. Otherwise, Exhaust Muffler Must Be Provided With Silencers To Reduce Noise Levels Of The Hauling Equipment’s. Travelling Speed Of All Hauling Equipment’s Must Be Reduce When Passing Populated Areas Or At The School Site During School Days. Item 311 – Portland Cement Concrete Pavement 311.1 Description This Item Shall Consist Of Pavement Of Portland Cement Concrete, With Or Without Reinforcement, Constructed On The Prepared Base In Accordance With This Specification And In Conformity With Lines, Grades, Thickness And Typical Cross-section Shown On The Plans. 311.2 Material Requirements 311.2.1 Portland Cement Only Type I Portland Cement Shall Be Used Unless Otherwise Provided For In The Special Provisions. Different Brands Or The Same Brands From Different Mills Shall Not Be Mixed Nor Shall They Be Used Alternately Unless The Mix Is Approved By The Lgu Project Engineer. Cement Which For Any Reason Has Become Partially Set Or Which Contains Lumps Of Caked Cement Will Be Rejected. Cement Salvaged From Discarded Or Used Bags Shall Not Be Used. Samples Of Cement Shall Be Obtained In Accordance With Aashto T 127. 311.2.2 Fine Aggregate It Shall Consist Of Natural Sand, Stone Screenings Or Other Inert Materials With Similar Characteristics, Or Combinations Thereof, Having Hard, Strong And Durable Particles. Fine Aggregate From Different Sources Of Supply Shall Not Be Mixed Or Stored In The Same Pile Nor Used Alternately In The Same Class Of Concrete Without The Approval Of The Lgu Project Engineer. It Shall Not Contain More Than Three (3) Mass Percent Of Material Passing The 0.075 Mm (no. 200 Sieve) By Washing Nor More Than One (1) Mass Percent Each Of Clay Lumps Or Shale. The Use Of Beach Sand Will Not Be Allowed Without The Approval Of The Lgu Project Engineer. If The Fine Aggregate Is Subjected To Five (5) Cycles Of The Sodium Sulfate Soundness Test, The Weighted Loss Shall Not Exceed 10 Mass Percent. The Fine Aggregate Shall Be Free From Injurious Amounts Of Organic Impurities. If Subjected To The Colorimetric Test For Organic Impurities And A Color Darker Than The Standard Is Produced, It Shall Be Rejected. However, When Tested For The Effect Of Organic Impurities Of Strength Of Mortar By Aashto T 71, The Fine Aggregate May Be Used If The Relative Strength At 7 And 28 Days Is Not Less Than 95 Mass Percent. The Fine Aggregate Shall Be Well-graded From Coarse To Fine And Shall Conform To Table 311.1 Table 311.1 – Grading Requirements For Fine Aggregate Sieve Designation Mass Percent Passing 9.5 Mm (3/8 In) 100 4.75 Mm (no. 4) 95 – 100 2.36 Mm (no. 8) - 1.18 Mm (no. 16) 45 – 80 0.600 Mm (no. 30) - 0.300 Mm (no. 50) 5 – 30 0.150 Mm (no. 100) 0 – 10 311.2.3 Coarse Aggregate It Shall Consist Of Crushed Stone, Gravel, Blast Furnace Slag, Or Other Approved Inert Materials Of Similar Characteristics, Or Combinations Thereof, Having Hard, Strong, Durable Pieces And Free From Any Adherent Coatings. It Shall Contain Not More Than One (1) Mass Percent Of Material Passing The 0.075 Mm (no. 200) Sieve, Not More Than 0.25 Mass Percent Of Clay Lumps, Nor More Than 3.5 Mass Percent Of Soft Fragments. If The Coarse Aggregate Is Subjected To Five (5) Cycles Of The Sodium Sulfate Soundness Test, The Weighted Loss Shall Not Exceed 12 Mass Percent. It Shall Have A Mass Percent Of Wear Not Exceeding 40 When Tested By Aashto T 96. If The Slag Is Used, Its Density Shall Not Be Less Than 1120 Kg/m3 (70 Lb./cu. Ft.). The Gradation Of The Coarse Aggregate Shall Conform To Table 311.2. Only One Grading Specification Shall Be Used From Any One Source. Table 311.2 – Grading Requirement For Coarse Aggregate Sieve Designation Mass Percent Passing Standard Mm Alternate U. S. Standard Grading A Grading B Grading C 75.00 3 In. 100 - - 63.00 2-1/2 In. 90-100 100 100 50.00 2 In. - 90-100 95-100 37.5 1-1/2 In. 25-60 35-70 - 25.0 1 In. - 0-15 35-70 19.0 ¾ In. 0-10 - - 12.5 ½ In. 0-5 0-5 10-30 4.75 No. 4 - - 0-5 311.2.4 Water Water Used In Mixing, Curing Or Other Designated Application Shall Be Reasonably Clean And Free Of Oil, Salt, Acid, Alkali, Grass Or Other Substances Injurious To The Finished Product. Water Will Be Tested In Accordance With And Shall Meet The Requirements Of Item 714, Water. Water Which Is Drinkable May Be Used Without Test. Where The Source Of Water Is Shallow, The Intake Shall Be So Enclosed As To Exclude Silt, Mud, Grass Or Other Foreign Materials. 311.2.5 Reinforcing Steel It Shall Conform To The Requirements Of Item 404, Reinforcing Steel. Dowels And Tie Bars Shall Conform To The Requirements Of Aashto M 31 Or M 42, Except That Rail Steel Shall Not Be Used For Tie Bars That Are To Be Bent And Re-straightened During Construction. Tie Bars Shall Be Deformed Bars. Dowels Shall Be Plain Round Bars. Before Delivery To The Site Of Work, One-half Of The Length Of Each Dowel Shall Be Painted With One Coat Of Approved Lead Or Tar Paint. The Sleeves For Dowel Bars Shall Be Metal Of Approved Design To Cover 50 Mm ( 2 Inches), Plus Or Minus 5 Mm (1/4 Inch) Of The Dowel, With A Closed End, And With A Suitable Stop To Hold The End Of The Sleeve At Least 25 Mm (1 Inch) From The End Of The Dowel. Sleeves Shall Be Of Such Design That They Do Not Collapse During Construction. 311.2.6 Joint Fillers Poured Joint Fillers Shall Be Mixed Asphalt And Mineral Or Rubber Filler. Preformed Joint Filler Shall Conform To The Applicable Requirements. It Shall Be Punched To Admit The Dowels Where Called For In The Plans. The Filler For Each Joint Shall Be Furnished In A Single Piece For The Full Depth And Width Required For The Joint. 311.2.7 Admixtures Air-entraining Admixture Shall Conform To The Requirements Of Aashto M 154. Chemical Admixtures, If Specified Or Permitted, Shall Conform To The Requirements Of Aashto M 194. Fly Ash, If Specified Or Permitted As A Mineral Admixture And As 20% Partial Replacement Of Portland Cement In Concrete Mix Shall Conform To The Requirements Of Astm C 618. Admixture Should Be Added Only To The Concrete Mix To Produce Some Desired Modifications To The Properties Of Concrete Where Necessary, But Not As Partial Replacement Of Cement. 311.2.8 Curing Materials Curing Materials Shall Conform To The Following Requirements As Specified; A) Burlap Cloth - Aashto M 182 B) Liquid Membrane Forming Compounds - Aashto M 148 C) Sheeting (film) Materials - Aashto M 171 Cotton Mats And Water-proof Paper Can Be Used. 311.2.9 Calcium Chloride/calcium Nitrate It Shall Conform To Aashto M 144, If Specified Or Permitted By The Lgu Project Engineer, As Accelerator. 311.2.10 Storage Of Cement And Aggregate All Cement Shall Be Stored, Immediately Upon Delivery At The Site, In Weatherproof Building Which Will Protect The Cement From Dampness. The Floor Shall Be Raised From The Ground. The Buildings Shall Be Placed In Locations Approved By The Lgu Project Engineer. Provisions For Storage Shall Be Ample, And The Shipments Of Cement As Received Shall Be Separately Stored In Such A Manner As To Allow The Earliest Deliveries To Be Used First And To Provide Easy Access For Identification And Inspection Of Each Shipment. Storage Buildings Shall Have Capacity For Storage Of A Sufficient Quantity Of Cement To Allow Sampling At Least Twelve (12) Days Before The Cement Is To Be Used. Bulk Cement, If Used, Shall Be Transferred To Elevated Air Tight And Weatherproof Bins. Stored Cement Shall Meet The Test Requirements At Any Time After Storage When Retest Is Ordered By The Lgu Project Engineer. At The Time Of Use, All Cement Shall Be Free-flowing And Free Of Lumps. The Handling And Storing Of Concrete Aggregates Shall Be Such As To Prevent Segregation Or The Inclusion Of Foreign Materials. The Lgu Project Engineer May Require That Aggregates Be Stored On Separate Platforms At Satisfactory Locations. In Order To Secure Greater Uniformity Of Concrete Mix, The Lgu Project Engineer May Require That The Coarse Aggregate Be Separated Into Two Or More Sizes. Different Sizes Of Aggregate Shall Be Stored In Separate Bins Or In Separate Stockpiles Sufficiently Removed From Each Other To Prevent The Material At The Edges Of The Piles From Becoming Intermixed. 311.2.11 Proportioning, Consistency And Strength Of Concrete The Contractor Shall Prepare The Design Mix Based On The Absolute Volume Method As Outlined In The American Concrete Institute (aci) Standard 211.1, “recommended Practice For Selecting Proportions For Normal And Heavyweight Concrete”. It Is The Intent Of This Specification To Require At Least 364 Kg Of Cement Per Cubic Meter Of Concrete To Meet The Minimum Strength Requirements. The Lgu Project Engineer Shall Determine From Laboratory Tests Of The Materials To Be Used, The Cement Content And The Proportions Of Aggregate And Water That Will Produce Workable Concrete Having A Slump Of Between 40 And 75 Mm (1-1/2 And 3 Inches) If Not Vibrated Or Between 10 And 40 Mm (1/2 And 1-1/2 Inches) If Vibrated, And A Flexural Strength Of Not Less Than 3.8 Mpa (550 Psi) When Tested By The Third-point Method Or 4.5 Mps (650 Psi) When Tested By The Mid-point Method At Fourteen (14) Days In Accordance With Aashto T97 And T177, Respectively; Or A Compressive Strength Of 24.1 Mps (3500 Psi) For Cores Taken At Fourteen (14) Days And Tested In Accordance With Aashto T24. Slump Shall Be Determined Using Aashto T 119. The Designer Shall Consider The Use Of Lean Concrete (econcrete) Mixtures Using Local Materials Or Specifically Modified Conventional Concrete Mixes In Base Course And In The Lower Course Composite, Monolithic Concrete Pavements Using A Minimum Of 75 Mm (3 Inches) Of Conventional Concrete As The Surface Course. The Mix Design Shall Be Submitted To The Lgu Project Engineer For Approval And Shall Be Accompanied With Certified Test Data From An Approved Laboratory Demonstrating The Adequacy Of The Mix Design. A Change In The Source Of Materials During The Progress Of Work May Necessitate A New Design Mix. 311.3 Construction Requirements 311.3.1 Quality Control Of Concrete 1. General The Contractor Shall Be Responsible For The Quality Control Of All Materials During The Handling, Blending, And Mixing And Placement Operations. 2. Quality Control Plan The Contractor Shall Furnish The Lgu Project Engineer A Quality Control Plan Detailing His Production Control Procedures And The Type And Frequency Of Sampling And Testing To Insure That The Concrete Produces Complies With The Specifications. The Lgu Project Engineer Shall Be Provided Free Access To Recent Plant Production Records, And If Requested, Informational Copies Of Mix Design, Materials Certifications And Sampling And Testing Reports. 3. Qualification Of Workmen Experienced And Qualified Personnel Shall Perform All Batching Or Mixing Operation For The Concrete Mix, And Shall Be Present At The Plant And Job Site To Control The Concrete Productions Whenever The Plant Is In Operation. They Shall Be Identified And Duties Defined As Follows: A. Concrete Batcher. The Person Performing The Batching Or Mixing Operation Shall Be Capable Of Accurately Conducting Aggregate Surface Moisture Determination And Establishing Correct Scale Weights For Concrete Materials. He Shall Be Capable Of Assuring That The Proportioned Batch Weights Of Materials Are In Accordance With The Mix Design. B. Concrete Technician. The Person Responsible For Concrete Production Control And Sampling And Testing For Quality Control Shall Be Proficient In Concrete Technology And Shall Have A Sound Knowledge Of The Specifications As They Relate To Concrete Production. He Shall Be Capable Of Conducting Tests On Concrete And Concrete Materials In Accordance With These Specifications. He Shall Be Capable Of Adjusting Concrete Mix Designs For Improving Workability And Specification Compliance And Preparing Trial Mix Designs. He Shall Be Qualified To Act As The Concrete Batcher In The Batcher’s Absence. 4. Quality Control Testing The Contractor Shall Perform All Sampling, Testing And Inspection Necessary To Assure Quality Control Of The Component Materials And The Concrete. The Contractor Shall Be Responsible For Determining The Gradation Of Fine And Coarse Aggregates And For Testing The Concrete Mixture For Slump, Air Content, Water-cement Ratio And Temperature. He Shall Conduct His Operations So As To Produce A Mix Conforming To The Approved Mix Design. 5. Documentation The Contractor Shall Maintain Adequate Records Of All Inspections And Tests. The Records Shall Indicate The Nature And Number Of Observations Made, The Number And Type Of Deficiencies Found, The Quantities Approved And Rejected, And Nature Of Any Corrective Action Taken. The Lgu Project Engineer May Take Independent Assurance Samples At Random Location For Acceptance Purposes As He Deems Necessary. 311.3.2 Equipment Equipment And Tools Necessary For Handling Materials And Performing All Parts Of The Work Shall Be Approved By The Lgu Project Engineer As To Design, Capacity And Mechanical Condition. The Equipment Shall Be At The Jobsite Sufficiently Ahead Of The Start Of Construction Operations To Be Examined Thoroughly And Approved. 1. Batching Plant And Equipment A. General. The Batching Shall Include Bins, Weighing Hoppers, And Scales For The Fine Aggregate And For Each Size Of Coarse Aggregate. If Cement Is Used In Bulk, A Bin, A Hopper, And Separate Scale For Cement Shall Be Included. The Weighing Hopper Shall Be Properly Sealed And Vented To Preclude Dusting Operation. The Batch Plant Shall Be Equipped With A Suitable Non-resettable Batch Counter Which Will Correctly Indicate The Number Of Batches Proportioned. B. Bins And Hoppers. Bins With Adequate Separate Compartments For Fine Aggregate And For Each Size Of Coarse Aggregate Shall Be Provided In The Batching Plant. C. Scales. Scales For Weighing Aggregates And Cement Shall Be Of Either The Beam Type Or The Spring-less-dial Type. They Shall Be Accurate Within One-half Percent (0.5%) Throughout The Range Of Use. Poises Shall Be Designed To Be Locked In Any Position And To Prevent Unauthorized Change. Scales Shall Be Inspected And Sealed As Often As The Lgu Project Engineer May Deem Necessary To Assure Their Continued Accuracy. D. Automatic Weighing Devices. Unless Otherwise Allowed On The Contract, Batching Plants Shall Be Equipped With Automatic Weighing Devices Of An Approved Type To Proportion Aggregates And Bulk Cement. 2. Mixers. A. General. Concrete May Be Mixed At The Site Of Construction Or At A Central Plant, Or Wholly Or In Part In Truck Mixers. Each Mixer Shall Have A Manufacturer’s Plate Attached In A Prominent Place Showing The Capacity Of The Drum In Terms Of Volume Of Mixed Concrete And The Speed Of Rotation Of The Mixing Drum Or Blades. B. Mixers At Site Of Construction. Mixing Shall Be Done In An Approved Mixer Capable Of Combining The Aggregates, Cement And Water Into A Thoroughly Mixed And Uniform Mass Within The Specified Mixing Period And Discharging And Distributing The Mixture Without Segregation On The Prepared Grade. The Mixer Shall Be Equipped With An Approved Timing Device Which Will Automatically Lock The Discharge Lever When The Drum Has Been Charged And Released It At The End Of The Mixing Period. In Case Of Failure Of The Timing Device, The Mixer May Be Used For The Balance Of The Day While It Is Being Repaired, Provided That Each Batch Is Mixed 90 Seconds. The Mixer Shall Be Equipped With A Suitable Non-resettable Batch Counter Which Shall Correctly Indicate The Number Of The Batches Mixed. C. Truck Mixer And Truck Agitators. Truck Mixers Used For Mixing And Hauling Concrete, And Truck Agitators Used For Hauling Central-mixed Concrete, Shall Conform To The Requirements Of Aashto M 157. D. Non-agitator Truck. Bodies Of Non-agitating Hauling Equipment For Concrete Shall Be Smooth, Mortar-tight Metal Containers And Shall Be Capable Of Discharging The Concrete At A Satisfactory Controlled Rate Without Segregation. 3. Paving And Finishing Equipment The Concrete Shall Be Placed With An Approved Paver Designed To Spread, Consolidate, Screed And Float Finish The Freshly Placed Concrete In One Complete Pass Of The Machine In Such A Manner That A Minimum Of Hand Finishing Will Be Necessary To Provide A Dense And Homogeneous Pavement In Conformance With The Plans And Specifications. The Finishing Machine Shall Be Equipped With At Least Two (2) Oscillating Type Transverse Screed. Vibrators Shall Operate At A Frequency Of 8,300 To 9,600 Impulses Per Minute Under Load At A Maximum Spacing Of 60 Cm. 4. Concrete Saw The Contractor Shall Provide Sawing Equipment In Adequate Number Of Units And Power To Complete The Sawing With Water-cooled Diamond Edge Saw Blade Or An Abrasive Wheel To The Required Dimensions And At The Required Rate. He Shall Provide At Least One (1) Stand-by Saw In Good Working Condition And With An Ample Supply Of Saw Blades. 5. Forms Forms Shall Be Of Steel, Of An Approved Section, And Of Depth Equal To The Thickness Of The Pavement At The Edge. The Base Of The Forms Shall Be Of Sufficient Width To Provide Necessary Stability In All Directions. The Flange Braces Must Extend Outward On The Base To Not Less Than 2/3 The Height Of The Form. All Forms Shall Be Rigidly Supported On Bed Of Thoroughly Compacted Material During The Entire Operation Of Placing And Finishing The Concrete. Forms Shall Be Provided With Adequate Devices For Secure Setting So That When In Place, They Will Withstand, Without Visible Spring Or Settlement, The Impact And Vibration Of The Consolidation And Finishing Or Paving Equipment. 311.3.3 Preparation Of Grade After The Sub-grade Of Base Has Been Placed And Compacted To The Required Density, The Areas Which Will Support The Paving Machine And The Grade On Which The Pavement Is To Be Constructed Shall Be Trimmed To The Proper Elevation By Means Of A Properly Designed Machine Extending The Prepared Work Areas Compacted At Least 60 Cm Beyond Each Edge Of The Proposed Concrete Pavement. If Loss Of Density Results From The Trimming Operations, It Shall Be Restored By Additional Compaction Before Concrete Is Placed. If Any Traffic Is Allowed To Use The Prepared Sub-grade Or Base, The Surface Shall Be Checked And Corrected Immediately Ahead Of The Placing Concrete. The Sub-grade Or Base Shall Be Uniformly Moist When The Concrete Is Placed. 311.3.4 Setting Forms 1. Base Support. The Foundation Under The Forms Shall Be Hard And True To Grade So That The Form When Set Will Be Firmly In Contact For Its Whole Length And At The Specified Grade. (any Roadbed, Which At The Form Line Is Found Below Established Grade, Shall Be Filled With Approved Granular Materials To Grade In Lifts Of Three (3) Cm Or Less, And Thoroughly Re-rolled Or Tamped.) Imperfections Or Variations Above Grade Shall Be Corrected By Tamping Or By Cutting As Necessary. 2. Form Setting Forms Shall Be Set Sufficiently In Advance Of The Point Where Concrete Is Being Placed. After The Forms Have Been Set To Correct Grade, The Grade Shall Be Thoroughly Tamped, Mechanically Or By Hand, At Both The Inside And Outside Edges Of The Base Of The Forms. The Forms Shall Not Deviate From True Line Bv More Than One (1) Cm At Any Point. 3. Grade And Alignment The Alignment And Grade Elevations Of The Forms Shall Be Checked And Corrections Made By The Contractor Immediately Before Placing The Concrete. Testing As To Crown And Elevation, Prior To Placing Of Concrete Can Be Made By Means Of Holding An Approved Template In A Vertical Position And Moved Backward And Forward On The Forms. When Any Form Has Been Disturbed Or Any Grade Has Become Unstable, The Form Shall Be Reset And Rechecked. 311.3.5 Conditioning Of Sub-grade Or Base Course When Side Forms Have Been Securely Set To Grade, The Sub-grade Or Base Course Shall Be Brought To Proper Cross-section. High Areas Shall Be Trimmed To Proper Elevation. Low Areas Shall Be Filled And Compacted To A Condition Similar To That Of Surrounding Grade. The Finished Grade Shall Be Maintained In A Smooth And Compacted Condition Until The Pavement Is Placed. Unless Waterproof Sub-grade Or Base Course Cover Material Is Specified, The Sub-grade Or Base Course Shall Be Uniformly Moist When The Concrete Is Placed. If It Subsequently Becomes Too Dry, The Sub-grade Or Base Course Shall Be Sprinkled, But The Method Of Sprinkling Shall Not Be Such As To Form Mud Or Pools Of Water. 311.3.6 Handling, Measuring And Batching Materials The Batch Plant Site, Layout, Equipment And Provisions For Transporting Material Shall Be Such As To Assure A Continuous Supply Of Material To The Work. Stockpiles Shall Be Built Up In Layers Of Not More Than One (1) Meter In Thickness. Each Layer Shall Be Completely In Place Before Beginning The Next Which Shall Not Be Allowed To “cone” Down Over The Next Lower Layer. Aggregates From Different Sources And Of Different Grading Shall Not Be Stockpiled Together. All Washed Aggregates And Aggregates Produced Or Handled By Hydraulic Methods, Shall Be Stockpiled Or Binned For Draining At Least Twelve (12) Hours Before Being Batched. When Mixing Is Done At The Side Of The Work, Aggregates Shall Be Transported From The Batching Plant To The Mixer In Batch Boxes, Vehicle Bodies, Or Other Containers Of Adequate Capacity And Construction To Properly Carry The Volume Required. Partitions Separating Batches Shall Be Adequate And Effective To Prevent Spilling From One Compartment To Another While In Transit Or Being Dumped. When Bulk Cement Is Used, The Contractor Shall Use A Suitable Method Of Handling The Cement From Weighing Hopper To Transporting Container Or Into The Batch Itself For Transportation To The Mixer, With Chute, Boot Or Other Approved Device, To Prevent Loss Of Cement, And To Provide Positive Assurance Of The Actual Presence In Each Batch Of The Entire Cement Content Specified. Bulk Cement Shall Be Transported To The Mixer In Tight Compartments Carrying The Full Amount Of Cement Required For The Batch. However, If Allowed In The Special Provisions, It May Be Transported Between The Fine And Coarse Aggregate. When Cement Is Placed In Contact With The Aggregates, Batches May Be Rejected Unless Mixed Within 1-1/2 Hours Of Such Contact. Cement In Original Shipping Packages May Be Transported On Top Of The Aggregates, Each Batch Containing The Number Of Sacks Required By The Job Mix. The Mixer Shall Be Charged Without Loss Of Cement. Batching Shall Be So Conducted As To Result In The Weight To Each Material Required Within A Tolerance Of One (1) Percent For The Cement And Two (2) Percent For Aggregates. Water May Be Measured Either By Volume Or By Weight. The Accuracy Of Measuring The Water Shall Be Within A Range Of Error Of Not Over Than One (1) Percent. Unless The Water Is To Be Weighed, The Water-measuring Equipment Shall Include An Auxiliary Tank From Which The Measuring Tank Shall Be Equipped With An Outside Tap And Valve To Provide Checking The Setting, Unless Other Means Are Provided For Readily And Accurately Determining The Amount Of Water In The Tank. The Volume Of The Auxiliary Tank Shall Be At Least Equal To That Of The Measuring Tank. 311.3.7 Mixing Concrete The Concrete May Be Mixed At The Site Of The Work In A Central-mix Plant, Or In Truck Mixers. The Mixer Shall Be Of An Approved Type And Capacity. Mixing Time Will Be Measured From The Time All Materials, Except Water, Are In The Drum. Ready-mixed Concrete Shall Be Mixed And Delivered In Accordance With Requirements Of Aashto M 157, Except That The Minimum Required Revolutions At The Mixing Speed For Transit-mixed Concrete May Be Reduced To Not Less Than That Recommended By The Mixer Manufacturer. The Number Of Revolutions Recommended By The Mixer Manufacturer Shall Be Indicated On The Manufacturer’s Serial Plate Attached To The Mixer. The Contractor Shall Furnish Test Data Acceptable To The Lgu Project Engineer Verifying That The Make And Model Of The Mixer Will Produce Uniform Concrete Conforming To The Provision Of Aashto M 157 At The Reduced Number Of Revolutions Shown On The Serial Plate. When Mixed At The Site Or In A Central Mixing Plant, The Mixing Time Shall Not Be Less Than Fifty (50) Seconds Nor More Than Ninety (90) Seconds, Unless Mixer Performance Tests Prove Adequate Mixing Of The Concrete Is A Shorter Time Period. Four (4) Seconds Shall Be Added To The Specified Mixing Time If Timing Starts At The Instant The Skip Reaches Its Maximum Raised Positions. Mixing Time Ends When The Discharge Chute Opens. Transfer Time In Multiple Drum Mixers Is Included In Mixing Time. The Contents Of An Individual Mixer Drum Shall Be Removed Before A Succeeding Batch Is Emptied Therein. The Mixer Shall Be Operated At The Drum Speed As Shown On The Manufacturer’s Name Plate Attached On The Mixer. Any Concrete Mixed Less Than The Specified Time Shall Be Discarded And Disposed Off By The Contractor At His Expense. The Volume Of Concrete Mixed Per Batch Shall Not Exceed The Mixer’s Nominal Capacity In Cubic Metre, As Shown On The Manufacturer’s Standard Rating Plate On The Mixer, Except That An Overload Up To Ten (10) Percent Above The Mixer’s Nominal Capacity May Be Permitted Provided Concrete Test Data For Strength, Segregation, And Uniform Consistency Are Satisfactory, And Provided No Spillage Of Concrete Takes Place. The Batches Shall Be So Charged Into The Drum That A Portion Of The Mixing Water Shall Be Entered In Advance Of The Cement And Aggregates. The Flow Of Water Shall Be Uniform And All Water Shall Be In The Drum By The End Of The First Fifteen (15) Seconds Of The Mixing Period. The Throat Of The Drum Shall Be Kept Free Of Such Accumulations As May Restrict The Free Flow Of Materials Into The Drum. Mixed Concrete From The Central Mixing Plant Shall Be Transported In Truck Mixers, Truck Agitators Or Non-agitating Truck Specified In Subsection 311.3.2, Equipment. The Time Elapsed From The Time Water Is Added To The Mix Until The Concrete Is Deposited In Place At The Site Shall Not Exceed Forty Five (45) Minutes When The Concrete Is Hauled In Non-agitating Trucks, Nor Ninety (90) Minutes When Hauled In Truck Mixers Or Truck Agitators, Except That In Hot Weather Or Under Other Conditions Contributing To Quick Hardening Of The Concrete, The Maximum Allowable Time May Be Reduced By The Lgu Project Engineer. In Exceptional Cases And When Volumetric Measurements Are Authorized For Small Project Requiring Less Than 75 Cu.m. Of Concrete Per Day Of Pouring, The Weight Proportions Shall Be Converted To Equivalent Volumetric Proportions. In Such Cases, Suitable Allowance Shall Be Made For Variations In The Moisture Condition Of The Aggregates, Including The Bulking Effect In The Fine Aggregate. Batching And Mixing Shall Be In Accordance With Astm C 685, Section 6 Through 9. Concrete Mixing By Chute Is Allowed Provided That A Weighing Scale For Determining The Batch Weight Will Be Used. Retendering Concrete By Adding Water Or By Other Means Shall Not Be Permitted, Except That When Concrete Is Delivered In Truck Mixers, Additional Water May Be Added To The Batch Materials And Additional Mixing Performed To Increase The Slump To Meet The Specified Requirements, If Permitted By The Lgu Project Engineer, Provided All These Operations Are Performed Within Forty-five (45) Minutes After The Initial Mixing Operation And The Water-cement Ratio Is Not Exceeded. Concrete That Is Not Within The Specified Slump Limits At The Time Of Placement Shall Not Be Used. Admixtures For Increasing The Workability Or For Accelerating The Setting Of The Concrete Will Be Permitted Only When Specifically Approved By The Lgu Project Engineer. 311.3.8 Limitation Of Mixing No Concrete Shall Be Mixed, Placed Or Finished When Natural Light Is Insufficient, Unless An Adequate And Approved Artificial Lighting System Is Operated. During Hot Weather, The Lgu Project Engineer Shall Require That Steps Be Taken To Prevent The Temperature Of Mixed Concrete From Exceeding A Maximum Temperature Of (900f 320c). Concrete Not In Place Within Ninety (90) Minutes From The Time The Ingredients Were Charged Into The Mixing Drum Or That Has Developed Initial Set Shall Not Be Used. Retendering Of Concrete Or Mortar Which Has Partially Hardened, That Is Remixing With Or Without Additional Cement, Aggregate, Or Water, Shall Not Be Permitted. In Order That The Concrete May Be Properly Protected Against The Effects Of Rain Before The Concrete Is Sufficiently Hardened, The Contractor Will Be Required To Have Available At All Times Materials For The Protection Of The Edges And Surface Of The Unhardened Concrete. 311.3.9 Placing Concrete Concrete Shall Be Deposited In Such A Manner To Require Minimal Rehandling. Unless Truck Mixers Or Non-agitating Hauling Equipment Are Equipped With Means To Discharge Concrete Without Segregation Of The Materials, The Concrete Shall Be Unloaded Into An Approved Spreading Device And Mechanically Spread On The Grade In Such A Manner As To Prevent Segregation. Placing Shall Be Continuous Between Transverse Joints Without The Use Of Intermediate Bulkheads. Necessary Hand Spreading Shall Be Done With Shovels, Not Rakes. Workmen Shall Not Be Allowed To Walk In The Freshly Mixed Concrete With Boots Or Shoes Coated With Earth Or Foreign Substances. When Concrete Is To Be Placed Adjoining A Previously Constructed Lane And Mechanical Equipment Will Be Operated Upon The Existing Lane, That Previously Constructed Lane Shall Have Attained The Strength For Fourteen (14) Day Concrete. If Only Finishing Equipment Is Carried On The Existing Lane, Paving In Adjoining Lanes May Be Permitted After Three (3) Days. Concrete Shall Be Thoroughly Consolidated Against And Along The Faces Of All Forms And Along The Full Length And On Both Sides Of All Joint Assemblies, By Means Of Vibrators Inserted In The Concrete. Vibrators Shall Not Be Permitted To Come In Contact With A Joint Assembly, The Grade, Or A Side Form. In No Case Shall The Vibrator Be Operated Longer Than Fifteen (15) Seconds In Any One Location. Concrete Shall Be Deposited As Near As Possible To The Expansion And Contraction Joints Without Disturbing Them, But Shall Not Be Dumped From The Discharge Bucket Or Hopper Into A Joint Assembly Unless The Hopper Is Well Centered On The Joint Assembly. Should Any Concrete Material Fall On Or Be Worked Into The Surface Of A Complete Slab, It Shall Be Removed Immediately. 311.3.10 Test Specimens As Work Progresses, At Least One (1) Set Consisting Of Three (3) Concrete Beam Test Specimens, 150 Mm X 150 Mm X 525 Mm Or 900 Mm Shall Be Taken From Each 330 M2 Of Pavement, 230 Mm Depth, Or Fraction Thereof Placed Each Day. Test Specimens Shall Be Made Under The Supervision Of The Lgu Project Engineer, And The Contractor Shall Provide All Concrete And Other Facilities Necessary In Making The Test Specimens And Shall Protect Them From Damage By Construction Operations. Cylinder Samples Shall Not Be Used As Substitute For Determining The Adequacy Of The Strength Of Concrete. The Beams Shall Be Made, Cured, And Tested In Accordance With Aashto T 23 And T 97. 311.3.11 Strike-off Of Concrete And Placement Of Reinforcement Following The Placing Of The Concrete, It Shall Be Struck Off To Conform To The Cross-section Shown On The Plans And To An Elevation Such That When The Concrete Is Properly Consolidated And Finished, The Surface Of The Pavement Will Be At The Elevation Shown On The Plans. When Reinforced Concrete Pavement Is Placed In Two (2) Layers, The Bottom Layer Shall Be Struck Off And Consolidated To Such Length And Depth That The Sheet Of Fabric Or Bar Mat May Be Laid Full Length On The Concrete In Its Final Position Without Further Manipulation. The Reinforcement Shall Then Be Placed Directly Upon The Concrete, After Which The Top Layer Of The Concrete Shall Be Placed, Struck Off And Screened. Any Portion Of The Bottom Layer Of Concrete Which Has Been Placed More Than 30 Minutes Without Being Covered With The Top Layer Shall Be Removed And Replaced With Freshly Mixed Concrete At The Contractor’s Expense. When Reinforced Concrete Is Placed In One Layer, The Reinforcement May Be Firmly Positioned In Advance Of Concrete Placement Or It May Be Placed At The Depth Shown On The Plans In Plastic Concrete, After Spreading By Mechanical Or Vibratory Means. Reinforcing Steel Shall Be Free From Dirt, Oil, Paint, Grease, Mill Scale And Loose Or Thick Rust Which Could Impair Bond Of The Steel With The Concrete. 311.3.12 Joints Joints Shall Be Constructed Of The Type And Dimensions, And At The Locations Required By The Plans Or Special Provisions. All Joints Shall Be Protected From The Intrusion Of Injurious Foreign Material Until Sealed. 1. Longitudinal Joint Deformed Steel Tie Bars Of Specified Length, Size, Spacing And Materials Shall Be Placed Perpendicular To The Longitudinal Joints, They Shall Be Placed By Approved Mechanical Equipment Or Rigidly Secured By Chair Or Other Approved Supports To Prevent Displacement. Tie Bars Shall Not Be Painted Or Coated With Asphalt Or Other Materials Or Enclosed In Tubes Or Sleeves. When Shown On The Plans And When Adjacent Lanes Of Pavement Are Constructed Separately, Steel Side Forms Shall Be Used Which Will Form A Keyway Along The Construction Joint. Tie Bars, Except Those Made Of Rail Steel, May Be Bent At Right Angles Against The Form Of The First Lane Constructed And Straightened Into Final Position Before The Concrete Of The Adjacent Lane Is Placed, Or In Lieu Of Bent Tie Bars, Approved Two-piece Connectors May Be Used. Longitudinal Formed Joints Shall Consist Of A Groove Or Cleft, Extending Downward From And Normal To, The Surface Of The Pavement. These Joints Shall Be Effected Or Formed By An Approved Mechanically Or Manually Operated Device To The Dimensions And Line Indicated On The Plans And While The Concrete Is In A Plastic State. The Groove Or Cleft Shall Be Filled With Either A Premolded Strip Or Poured Material As Required. The Longitudinal Joints Shall Be Continuous, There Shall Be No Gaps In Either Transverse Or Longitudinal Joints At The Intersection Of The Joints. Longitudinal Sawed Joints Shall Be Cut By Means Of Approved Concrete Saws To The Depth, Width And Line Shown On The Plans. Suitable Guide Lines Or Devices Shall Be Used To Assure Cutting The Longitudinal Joint On The True Line. The Longitudinal Joint Shall Be Sawed Before The End Of The Curing Period Or Shortly Thereafter And Before Any Equipment Or Vehicles Are Allowed On The Pavement. The Sawed Area Shall Be Thoroughly Cleaned And, If Required, The Joint Shall Immediately Be Filled With Sealer. Longitudinal Pavement Insert Type Joints Shall Be Formed By Placing A Continuous Strip Of Plastic Materials Which Will Not React Adversely With The Chemical Constituent Of The Concrete. 2. Transverse Expansion Joint The Expansion Joint Filler Shall Be Continuous From Form To Form, Shaped To Sub-grade And To The Keyway Along The Form. Preformed Joint Filler Shall Be Furnished In Lengths Equal To The Pavement Width Or Equal To The Width Of One Lane. Damaged Or Repaired Joint Filler Shall Not Be Used. The Expansion Joint Filler Shall Be Held In A Vertical Position. An Approved Installing Bar, Or Other Device, Shall Be Used If Required To Secure Preformed Expansion Joint Filler At The Proper Grade And Alignment During Placing And Finishing Of The Concrete. Finished Joint Shall Not Deviate More Than 6 Mm From A Straight Line. If Joint Fillers Are Assembled In Sections, There Shall Be No Offsets Between Adjacent Units. No Plugs Of Concrete Shall Be Permitted Anywhere Within The Expansion Space. 3. Transverse Contraction Joint/weakened Joint When Shown On The Plans, It Shall Consist Of Planes Of Weakness Created By Forming Or Cutting Grooves In The Surface Of The Pavement And Shall Include Load Transfer Assemblies. The Depth Of The Weakened Plane Joint Should At All Times Not Be Less Than 50 Mm, While The Width Should Not Be More Than 6 Mm. A. Transverse Strip Contraction Joint. It Shall Be Formed By Installing A Parting Strip To Be Left In Place As Shown On The Plans. B. Formed Groove. It Shall Be Made By Depressing An Approved Tool Or Device Into The Plastic Concrete. The Tool Or Device Shall Remain In Place At Least Until The Concrete Has Attained Its Initial Set And Shall Then Be Removed Without Disturbing The Adjacent Concrete, Unless The Device Is Designed To Remain In The Joint. C. Sawed Contraction Joint. It Shall Be Created By Sawing Grooves In The Surface Of The Pavement Of The Width Not More Than 6 Mm, Depth Should At All Times Not Be Less Than 50 Mm, And At The Spacing And Lines Shown On The Plans, With An Approved Concrete Saw. After Each Joint Is Sawed, It Shall Be Thoroughly Cleaned Including The Adjacent Concrete Surface. Sawing Of The Joint Shall Commence As Soon As The Concrete Has Hardened Sufficiently To Permit Sawing Without Excessive Raveling, Usually 4 To 24 Hours. All Joints Shall Be Sawed Before Uncontrolled Shrinkage Cracking Takes Place. If Necessary, The Sawing Operations Shall Be Carried On During The Day Or Night, Regardless Of Weather Conditions. The Sawing Of Any Joint Shall Be Omitted If Crack Occurs At Or Near The Joint Location Prior To The Time Of Sawing. Sawing Shall Be Discounted When A Crack Develops Ahead Of The Saw. In General, All Joints Should Be Sawed In Sequence. If Extreme Condition Exist Which Make It Impractical To Prevent Erratic Cracking By Early Sawing, The Contraction Joint Groove Shall Be Formed Prior To Initial Set Of Concrete As Provided Above. 4. Transverse Construction Joint It Shall Be Constructed When There Is An Interruption Of More Than 30 Minutes In The Concreting Operations. No Transverse Joint Shall Be Constructed Within 1.50 M Of An Expansion Joint, Contraction Joint, Or Plane Of Weakness. If Sufficient Concrete Has Been Mixed At The Time Of Interruption To Form A Slab Of At Least 1.5 M Long, The Excess Concrete From The Last Preceding Joint Shall Be Removed And Disposed Off As Directed. 5. Load Transfer Device Dowel, When Used, Shall Be Held In Position Parallel To The Surface And Center Line Of The Slab By A Metal Device That Is Left In The Pavement. The Portion Of Each Dowel Painted With One Coat Of Lead Or Tar, In Conformance With The Requirements Of Item 404, Reinforcing Steel, Shall Be Thoroughly Coated With Approved Bituminous Materials, E.g., Mc-70, Or An Approved Lubricant, To Prevent The Concrete From Binding To That Portion Of The Dowel. The Sleeves For Dowels Shall Be Metal Designed To Cover 50 Mm Plus Or Minus 5 Mm (1/4 Inch), Of The Dowel, With A Watertight Closed End And With A Suitable Stop To Hold The End Of The Sleeves At Least 25 Mm (1 Inch) From The End Of The Dowel. In Lieu Of Using Dowel Assemblies At Contraction Joints, Dowel May Be Placed In The Full Thickness Of Pavement By A Mechanical Device Approved By The Lgu Project Engineer. 311.3.13 Final Strike-off (consolidation And Finishing) 1. Sequence The Sequence Of Operations Shall Be The Strike-off And Consolidation, Floating And Removal Of Laitance, Straight-edging And Final Surface Finish. Work Bridges Or Other Devices Necessary To Provide Access To The Pavement Surface For The Purpose Of Finishing Straight-edging, And Make Corrections As Hereinafter Specified, Shall Be Provided By The Contractor. In General, The Addition Of Water To The Surface Of The Concrete To Assist In Finishing Operations Will Not Be Permitted. If The Application Of Water To The Surface Is Permitted, It Shall Be Applied As Fog Spray By Means Of An Approve Spray Equipment. 2. Finishing Joints The Concrete Adjacent To Joints Shall Be Compacted Or Firmly Placed Without Voids Or Segregation Against The Joint Material Assembly, Also Under And Around All Load Transfer Devices, Joint Assembly Units, And Other Features Designed To Extend Into The Pavement. Concrete Adjacent To Joints Shall Be Mechanically Vibrated As Required In Subsection 311.3.9, Placing Concrete. After The Concrete Has Been Placed And Vibrated Adjacent To The Joints As Required In Subsection 311.3.9, The Finishing Machine Shall Be Brought Forward, Operating In A Manner To Avoid Damage Or Misalignment Of Joints. If Uninterrupted Operation Of The Finishing Machine, To Over And Beyond The Joints Causes Segregation Of Concrete, Damage To, Or Misalignment Of The Joints, The Finishing Machine Shall Be Stopped When The Front Screed Is Approximately 20 Cm (8 Inches) From The Joint. Segregated Concrete Shall Be Removed From In Front Of And Off The Joint. The Front Screed Shall Be Lifted And Set Directly On Top Of The Joint And The Forward Motion Of The Finishing Machine Resumed. When The Second Screed Is Close Enough To Permit The Excess Mortar In Front Of It To Flow Over The Joint, It Shall Be Lifted And Carried Over The Joint. Thereafter, The Finishing Machine May Be Run Over The Joint Without Lifting The Screeds, Provided There Is No Segregated Concrete Immediately Between The Joint And The Screed Or On Top Of The Joint. 3. Machine Finishing A. Non-vibratory Method. The Concrete Shall Be Distributed Or Spread As Soon As Placed. As Soon As The Concrete Has Been Placed, It Shall Be Struck Off And Screwed By An Approved Finishing Machine. The Machine Shall Go Over Each Area Of Pavement As Many Times And At Such Intervals As Necessary To Give The Proper Compaction And Leave A Surface Of Uniform Texture. Excessive Operation Over A Given Area Shall Be Avoided. The Tops Of The Forms Shall Be Kept Clean By An Effective Device Attached To The Machine And The Travel Of The Machine On The Forms Shall Be Maintained True Without Wobbling Or Other Variation Tending To Affect The Precision Finish. During The First Pass Of The Finishing Machine, A Uniform Ridge Of Concrete Shall Be Maintained Ahead Of The Front Screed In Its Entire Length. B. Vibratory Method. When Vibration Is Specified, Vibrators For Full Width Vibration Of Concrete Paving Slabs, Shall Meet The Requirements In Subsection 311.3.2, Equipment. If Uniform And Satisfactory Density Of The Concrete Is Not Obtained By The Vibratory Method At Joints, Along Forms, At Structures, And Throughout The Pavement, The Contractor Will Be Required To Furnish Equipment And Method Which Will Produce Pavement Conforming To The Specifications. All Provisions In Item (a) Above Not In Conflict With The Provisions For The Vibratory Method Shall Govern. 4. Hand Finishing Hand Finishing Methods May Only Be Used Under The Following Conditions: A. In The Event Of Breakdown Of The Mechanical Equipment, Hand Methods May Be Used To Finish The Concrete Already Deposited On The Grade. B. In Narrow Widths Or Areas Of Irregular Dimensions Where Operations Of The Mechanical Equipment Is Impractical, Hand Methods May Be Used. Concrete, As Soon As Placed, Shall Be Struck Off And Screeded. An Approved Portable Screed Shall Be Used. A Second Screed Shall Be Provided For Striking Off The Bottom Layer Of Concrete If Reinforcement Is Used. The Screed For The Surface Shall Be At Least 60 Cm (2 Feet) Longer Than The Maximum Width Of The Slab To Be Struck Off. It Shall Be Of Approved Design, Sufficiently Rigid To Retain Its Shape, And Constructed Either Of Metal Or Other Suitable Material Shod With Metal. Consolidation Shall Be Attained By The Use Of Suitable Vibrator Or Other Approved Equipment. In Operation, The Screed Shall Be Moved Forward On The Forms With A Combined Longitudinal And Transverse Shearing Motion, Moving Always In The Direction In Which The Work Is Progressing And So Manipulated That Neither End Is Raised From The Side Forms During The Striking Off Process. If Necessary, This Shall Be Repeated Until The Surface Is Of Uniform Texture, True To Grade And Cross-section, And Free From Porous Areas. 5. Floating After The Concrete Has Been Struck Off And Consolidated, It Shall Be Further Smoothed, Trued, And Consolidated By Means Of A Longitudinal Float, Either By Hand Or Mechanical Method. A. Hand Method. The Hand-operated Longitudinal Float Shall Be Not Less Than 365 Cm (12 Feet) In Length And 15 Cm (6 Inches) In Width, Properly Stiffened To Prevent Flexibility And Warping. The Longitudinal Float, Operated From Foot Bridges Resting On The Side Forms And Spanning But Not Touching The Concrete, Shall Be Worked With A Sawing Motion While Held In A Floating Position Parallel To The Road Center Line, And Moving Gradually From One Side Of The Pavement To The Other. Movement Ahead Along The Center Line Of The Pavement Shall Be In Successive Advances Of Not More Than One-half The Length Of The Float. Any Excess Water Or Soupy Material Shall Be Wasted Over The Side Forms On Each Pass. B. Mechanical Method. The Mechanical Longitudinal Float Shall Be Of A Design Approved By The Lgu Project Engineer, And Shall Be In Good Working Condition. The Tracks From Which The Float Operates Shall Be Accurately Adjusted To The Required Crown. The Float Shall Be Accurately Adjusted And Coordinated With The Adjustment Of The Transverse Finishing Machine So That A Small Amount Of Mortar Is Carried Ahead Of The Float At All Times. The Forward Screed Shall Be Adjusted So That The Float Will Lap The Distance Specified By The Lgu Project Engineer On Each Transverse Trip. The Float Shall Pass Over Each Areas Of Pavement At Least Two Times, But Excessive Operation Over A Given Area Will Not Be Permitted. Any Excess Water Or Soupy Material Shall Be Wasted Over The Side Forms On Each Pass. C. Alternative Mechanical Method. As An Alternative, The Contractor May Use A Machine Composed Of A Cutting And Smoothing Float Or Floats Suspended From And Guided By A Rigid Frame. The Frame Shall Be Carried By Four Or More Visible Wheels Riding On, And Constantly In Contact With The Side Forms. If Necessary, Following One Of The Preceding Method Of Floating, Long Handled Floats Having Blades Not Less Than 150 Cm (5 Feet) In Length And 15 Cm (6 Inches) In Width May Be Used To Smooth And Fill In Open-textured Areas In The Pavement. Long-handled Floats Shall Not Be Used To Float The Entire Surface Of The Pavement In Lieu Of, Or Supplementing, One Of The Preceding Methods Of Floating. When Strike Off And Consolidation Are Done By The Hand Method And The Crown Of The Pavement Will Not Permit The Use Of The Longitudinal Float, The Surface Shall Be Floated Transversely By Means Of The Long-handled Float. Care Shall Be Taken Not To Work The Crown Out Of The Pavement During The Operation. After Floating, Any Excess Water And Laitance Shall Be Removed From The Surface Of The Pavement By A 3-m Straight-edge Or More In Length. Successive Drags Shall Be Lapped One-half The Length Of The Blade. 6. Straight-edge Testing And Surface Correction After The Floating Has Been Completed And The Excess Water Removed, But While The Concrete Is Still Plastic, The Surface Of The Concrete Shall Be Tested For Trueness With A 300 Cm Long Straight-edge. For This Purpose, The Contractor Shall Furnish And Use An Accurate 300-cm Straight-edge Swung From Handles 100 Cm (3 Feet) Longer Than One-half The Width Of The Slab. The Straight-edge Shall Be Held In Contact With The Surface In Successive Positions Parallel To The Road Center Line And The Whole Area Gone Over From One Side Of The Slab To The Other As Necessary. Advances Along The Road Shall Be In Successive Stages Of Not More Than One-half The Length Of The Straight-edge. Any Depressions Found Shall Be Immediately Filled With Freshly Mixed Concrete, Struck Off, Consolidated And Refinished. High Areas Shall Be Cut Down And Refinished. Special Attention Shall Be Given To Assure That The Surface Across Joints Meets The Requirements For Smoothness. Straight-edge Testing And Surface Corrections Shall Continue Until The Entire Surface Is Found To Be Free From Observable Departures From The Straight-edge And The Slab Conforms To The Required Grade And Cross-section. 7. Final Finish If The Surface Texture Is Broom Finished, It Shall Applied When The Water Sheen Has Practically Disappeared. The Broom Shall Be Drawn From The Center To The Edge Of The Pavement With Adjacent Strokes Slightly Overlapping. The Brooming Operation Should Be So Executed That The Corrugations Produced In The Surface Shall Be Uniform In Appearance And Not More Than 1.5 Mm In Depth. Brooming Shall Be Completed Before The Concrete Is In Such Condition That The Surface Will Be Unduly Roughened By The Operation. The Surface Thus Finished Shall Be Free From Rough And Porous Areas, Irregularities, And Depressions Resulting From Improper Handling Of The Broom. Brooms Shall Be Of The Quality Size And Construction And Be Operated So As To Produce A Surface Finish Meeting The Approval Of The Lgu Project Engineer. Subject To Satisfactory Results Being Obtained And Approval Of The Lgu Project Engineer, The Contractor Will Be Permitted To Substitute Mechanical Brooming In Lieu Of The Manual Brooming Herein Described. If The Surface Texture Is Belt Finished, When Straight-edging Is Complete And Water Sheen Has Practically Disappeared And Just Before The Concrete Becomes Non-plastic, The Surface Shall Be Belted With 2-ply Canvass Belt Not Less Than 20 Cm Wide And At Least 100 Cm Longer Than The Pavement Width. Hand Belts Shall Have Suitable Handles To Permit Controlled, Uniform Manipulation. The Belt Shall Be Operated With Short Strokes Transverse To The Center Line And With A Rapid Advances Parallel To The Center Line. If The Surface Texture Is Drag Finished, A Drag Shall Be Used Which Consists Of A Seamless Strip Of Damp Burlap Or Cotton Fabric, Which Shall Produce A Uniform Of Gritty Texture After Dragging It Longitudinally Along The Full Width Of Pavement. For Pavement 5 M Or More In Width, The Drag Shall Be Mounted On A Bridge Which Travels On The Forms. The Dimensions Of The Drag Shall Be Such That A Strip Of Burlap Or Fabric At Least 100 Cm Wide Is In Contact With The Full Width Of Pavement Surface While The Drag Is Used. The Drag Shall Consist Of Not Less Than 2 Layers Of Burlap With The Bottom Layer Approximately 15 Cm Wider Than The Layer. The Drag Shall Be Maintained In Such Condition That The Resultant Surface Is Of Uniform Appearance And Reasonably Free From Grooves Over 1.5 Mm In Depth. Drag Shall Be Maintained Clean And Free From Encrusted Mortar. Drags That Cannot Be Cleaned Shall Be Discarded And New Drags Be Substituted. Regardless Of The Method Used For Final Finish, The Hardened Surface Of Pavement Shall Have A Coefficient Of Friction Of 0.25 Or More. Completed Pavement That Is Found To Have A Coefficient Of Friction Less Than 0.25 Shall Be Grounded Or Scored By The Contractor At His Expense To Provide The Required Coefficient Of Friction. 8. Edging At Forms And Joints After The Final Finish, But Before The Concrete Has Taken Its Initial Set, The Edges Of The Pavement Along Each Side Of Each Slab, And On Each Side Of Transverse Expansion Joints, Formed Joints, Transverse Construction Joints, And Emergency Construction Joints, Shall Be Worked With An Approved Tool And Rounded To The Radius Required By The Plans. A Well – Defined And Continuous Radius Shall Be Produced And A Smooth, Dense Mortar Finish Obtained. The Surface Of The Slab Shall Not Be Unduly Disturbed By Tilting The Tool During The Use. At All Joints, Any Tool Marks Appearing On The Slab Adjacent To The Joints Shall Be Eliminated By Brooming The Surface. In Doing This, The Rounding Of The Corner Of The Slab Shall Not Be Disturbed. All Concrete On Top Of The Joint Filler Shall Be Completely Removed. All Joints Shall Be Tested With A Straight-edge Before The Concrete Has Set And Correction Made If One Edge Of The Joint Is Higher Than The Other. 311.3.14 Surface Test As Soon As The Concrete Has Hardened Sufficiently, The Pavement Surface Shall Be Tested With A 3-m Straight-edge Or Other Specified Device. Areas Showing High Spots Of More Than 3 Mm But Not Exceeding 12 Mm In 3 M Shall Be Marked And Immediately Ground Down With An Approved Grinding Tool To An Elevation Where The Area Or Spot Will Not Show Surface Deviations In Excess Of 3 Mm When Tested With 3 M Straight-edge. Where The Departure From Correct Cross-section Exceeds 12 Mm, The Pavement Shall Be Removed And Replaced By And At The Expense Of The Contractor. Any Area Or Section So Removed Shall Be Not Less Than 1.5 M In Length And Not Less Than The Full Width Of The Lane Involved. When It Is Necessary To Remove And Replace A Section Of Pavement, Any Remaining Portion Of The Slab Adjacent To The Joints That Is Less Than 1.5 M In Length, Shall Also Be Removed And Replaced. 311.3.15 Curing Immediately After The Finishing Operations Have Been Completed And The Concrete Has Sufficiently Set, The Entire Surface Of The Newly Placed Concrete Shall Be Cured In Accordance With Either One Of The Methods Described Herein. Failure To Provide Sufficient Cover Material Of Whatever Kind The Contractor May Elect To Use, Or The Lack Of Water To Adequately Take Care Of Both Curing And Other Requirements, Shall Be A Cause For Immediate Suspension Of Concreting Operations. The Concrete Shall Not Be Left Exposed For More Than ½ Hour Between Stages Of Curing Or During The Curing Period. In All Congested Places, Concrete Works Should Be Designed So That The Designed Strength Is Attained. 1. Cotton Of Burlap Mats The Surface Of The Pavement Shall Be Entirely Covered With Mats. The Mats Used Shall Be Of Such Length (or Width) That As Laid They Will Extend At Least Twice The Thickness Of The Pavement Beyond The Edges Of The Slab. The Mat Shall Be Placed So That The Entire Surface And The Edges Of The Slab Are Completely Covered. Prior To Being Placed, The Mats Shall Be Saturated Thoroughly With Water. The Mat Shall Be So Placed And Weighted Down So As To Cause Them To Remain In Intimate Contact With The Covered Surface. The Mat Shall Be Maintained Fully Wetted And In Position For 72 Hours After The Concrete Has Been Placed Unless Otherwise Specified. 2. Waterproof Paper The Top Surface And Sides Of The Pavement Shall Be Entirely Covered With Waterproof Paper, The Units Shall Be Lapped At Least 45 Cm. The Paper Shall Be So Placed And Weighted Down So As To Cause It To Remain In Intimate Contact With The Surface Covered. The Paper Shall Have Such Dimension But Each Unit As Laid Will Extend Beyond The Edges Of The Slab At Least Twice The Thickness Of The Pavement, Or At Pavement Width And 60 Cm Strips Of Paper For The Edges. If Laid Longitudinally, Paper Not Manufactured In Sizes Which Will Provide This Width Shall Be Securely Sewed Or Cemented Together, The Joints Being Securely Sealed In Such A Manner That They Do Not Open Up Or Separate During The Curing Period. Unless Otherwise Specified, The Covering Shall Be Maintained In Place For 72 Hours After The Concrete Has Been Placed. The Surface Of The Pavement Shall Be Thoroughly Wetted Prior To The Placing Of The Paper. 3. Straw Curing When This Type Of Curing Is Used, The Pavement Shall Be Cured Initially With Burlap Or Cotton Mats, Until After Final Set Of The Concrete Or, In Any Case, For 12 Hours After Placing The Concrete. As Soon As The Mats Are Removed, The Surface And Sides Of The Pavement Shall Be Thoroughly Wetted And Covered With At Least 20 Cm Of Straw Or Hay, Thickness Of Which Is To Be Measured After Wetting. If The Straw Or Hay Covering Becomes Displaced During The Curing Period, It Shall Be Replaced To The Original Depth And Saturated. It Shall Be Kept Thoroughly Saturated With Water For 72 Hours And Thoroughly Wetted Down During The Morning Of The Fourth Day, And The Cover Shall Remain In Place Until The Concrete Has Attained The Required Strength. 4. Impervious Membrane Method The Entire Surface Of The Pavement Shall Be Sprayed Uniformly With White Pigmented Curing Compound Immediately After The Finishing Of The Surface And Before The Set Of The Concrete Has Taken Place, Or If The Pavement Is Cured Initially With Jute Or Cotton Mats, It May Be Applied Upon Removal Of The Mass. The Curing Compound Shall Not Be Applied During Rain. Curing Compound Shall Be Applied Under Pressure At The Rate 4 L To Not More Than 14 M2 By Mechanical Sprayers. The Spraying Equipment Shall Be Equipped With A Wind Guard. At The Time Of Use, The Compound Shall Be In A Thoroughly Mixed Condition With The Pigment Uniformly Dispersed Throughout The Vehicle. During Application, The Compound Shall Be Stirred Continuously By Effective Mechanical Means. Hand Spraying Of Odd Widths Or Shapes And Concrete Surface Exposed By The Removal Of Forms Will Be Permitted. Curing Compound Shall Not Be Applied To The Inside Faces Of Joints To Be Sealed, But Approved Means Shall Be Used To Insure Proper Curing At Least 72 Hours And To Prevent The Intrusion Of Foreign Material Into The Joint Before Sealing Has Been Completed. The Curing Compound Shall Be Of Such Character That The Film Will Harden Within 30 Minutes After Application. Should The Film Be Damaged From Any Cause Within The 72 Hour Curing Period, The Damaged Portions Shall Be Repaired Immediately With Additional Compound. 5. White Polyethylene Sheet The Top Surface And Sides Of The Pavement Shall Be Entirely Covered With Polyethylene Sheeting. The Units Used Shall Be Lapped At Least 45 Cm. The Sheeting Shall Be So Placed And Weighted Down So As To Cause It To Remain Intimate Contact With The Surface Covered. The Sheeting As Prepared For Use Shall Have Such Dimension That Each Unit As Laid Will Extend Beyond The Edges Of The Slab At Least Twice The Thickness Of The Pavement. Unless Otherwise Specified, The Covering Shall Be Maintained In Place For 72 Hours After The Concrete Has Been Placed. 311.3.16 Removal Of Forms After Forms For Concrete Shall Remain In Place Undisturbed For Not Less Than Twenty Four (24) Hours After Concrete Pouring. In The Removal Of Forms, Crowbars Should Be Used In Pulling Out Nails And Pins. Care Should Be Taken So As Not To Break The Edges Of The Pavement. In Case Portions Of The Concrete Are Spalled, They Shall Be Immediately Repaired With Fresh Mortar Mixed In The Proportion Of One Part Of Portland Cement And Two Parts Fine Aggregates. Major Honeycomb Areas Will Be Considered As Defective Work And Shall Be Removed And Replaced At The Expense Of The Contractor. Any Area Or Section So Removed Shall Not Be Less Than The Distance Between Weakened Plane Joint Nor Less Than The Full Width Of The Lane Involved. 311.3.17 Sealing Joints Joints Shall Be Sealed With Asphalt Sealant Soon After Completion Of The Curing Period And Before The Pavement Is Opened To Traffic, Including The Contractor’s Equipment. Just Prior To Sealing, Each Joint Shall Be Thoroughly Cleaned Of All Foreign Materials Including Membrane Curing Compound And The Joint Faces Shall Be Clean And Surface Dry When The Seal Is Applied. The Sealing Material Shall Be Applied To Each Joint Opening To Conform To The Details Shown On The Plans Or As Directed By The Lgu Project Engineer. Material For Seal Applied Hot Shall Be Stirred During Heating So That Localized Overheating Does Not Occur. The Pouring Shall Be Done In Such A Manner That The Material Will Not Be Spilled On The Exposed Surfaces Of The Concrete. The Use Of Sand Or Similar Material As A Cover For The Seal Will Not Be Permitted. Preformed Elastomeric Gaskets For Sealing Joints Shall Be Of The Cross-sectional Dimensions Shown On The Plans. Seals Shall Be Installed By Suitable Tools, Without Elongation And Secured In Placed With An Approved Lubricant Adhesive Which Shall Cover Both Sides Of The Concrete Joints. The Seals Shall Be Installed In A Compressive Condition And Shall At Time Of Placement Be Below The Level Of The Pavement Surface By Approximately 6 Mm. The Seals Shall Be In One Piece For The Full Width Of Each Transverse Joint. 311.3.18 Protection Of Pavement The Contractor Shall Protect The Pavement And Its Appurtenances Against Both Public Traffic And Traffic Caused By His Own Employees And Agents. This Shall Include Watchmen To Direct Traffic And The Erection Of And Maintenance Of Warning Signs, Lights, Pavement Bridges Or Cross-overs, Etc. The Plans Or Special Provisions Will Indicate The Location And Type Of Device Or Facility Required To Protect The Work And Provide Adequately For Traffic. All Boreholes After Thickness And/or Strength Determinations Of Newly Constructed Asphalt And Concrete Pavements Shall Be Immediately Filled/restored With The Prescribed Concrete/asphalt Mix After Completion Of The Drilling Works. Any Damage To The Pavement, Occurring Prior To Final Acceptance, Shall Be Repaired Or The Pavement Be Replaced. 311.3.19 Concrete Pavement – Slip Form Method If The Contract Calls For The Construction Of Pavement Without The Use Of Fixed Forms, The Following Provisions Shall Apply: 1. Grade After The Grade Or Base Has Been Placed And Compacted To The Required Density, The Areas Which Will Support The Paving Machine Shall Be Cut To The Proper Elevation By Means Of A Properly Designed Machine. The Grade On Which The Pavement Is To Be Constructed Shall Then Be Brought To The Proper Profile By Means Of Properly Designed Machine. If The Density Of The Base Is Disturbed By The Grading Operation, It Shall Be Corrected By Additional Compaction Before Concrete Is Placed. The Grade Should Be Constructed Sufficiently In Advance Of The Placing Of The Concrete. If Any Traffic Is Allowed To Use The Prepared Grade, The Grade Shall Be Checked And Corrected Immediately Before The Placing Of Concrete. 2. Placing Concrete The Concrete Shall Be Placed With An Approved Slip-form Paver Designed To Spread, Consolidate, Screed And Float-finish The Freshly Placed Concrete In One Complete Pass Of The Machine In Such A Manner That A Minimum Of Hand Finish Will Be Necessary To Provide A Dense And Homogenous Pavement In Conformance With The Plans And Specifications. The Machine Shall Vibrate The Concrete For The Full Width And Depth Of The Strip Of Pavement Being Placed. Such Vibration Shall Be Accompanied With Vibrating Tubes Or Arms Working In The Concrete Or With A Vibrating Screed Or Pan Operating On The Surface Of The Concrete. The Sliding Forms Shall Be Rigidly Held Together Laterally To Prevent Spreading Of The Forms. The Forms Shall Trail Behind The Paver For Such A Distance That No Appreciable Slumping Of The Concrete Will Occur, And That Necessary Final Finishing Can Be Accomplished While The Concrete Is Still Within The Forms. Any Edge Slump Of The Pavement, Exclusive Of Edge Rounding, In Excess Of 6 Mm Shall Be Corrected Before The Concrete Has Hardened. The Concrete Shall Be Held At A Uniform Consistency, Having A Slump Of Not More Than 40 Mm (1-12/ Inches). The Slip Form Paver Shall Be Operated With As Nearly As Possible A Continuous Forward Movement And That All Operations Of Mixing, Delivering And Spreading Concrete Shall Be Coordinated So As To Provide Uniform Progress With Stopping And Starting Of The Paver Held To A Minimum. If, For Any Reason, It Is Necessary To Stop The Forward Movement Of The Paver The Vibratory And Tamping Elements Shall Also Be Stopped Immediately. No Tractive Force Shall Be Applied To The Machine, Except That Which Is Controlled From The Machine. 3. Finishing The Surface Smoothness And Texture Shall Meet The Requirements Of Subsections 311.3.13 And 311.3.14. 4. Curing Unless Otherwise Specified, Curing Shall Be Done In Accordance With One Of The Methods Included In Subsection 311.3.15. The Curing Media Shall Be Applied At The Appropriate Time And Shall Be Applied Uniformly And Completely To All Surfaces And Edges Of The Pavement. 5. Joints All Joints Shall Be Constructed In Accordance With Subsection 311.3.12. 6. Protection Against Rain In Order That The Concrete May Be Properly Protected Against Rain Before The Concrete Is Sufficiently Hardened, The Contractor Will Be Required To Have Available At All Times, Materials For The Protection Of The Edges And Surface Of The Unhardened Concrete. Such Protective Materials Shall Consist Of Standard Metal Forms Or Wood Planks Having A Nominal Thickness Of Not Less Than 50 Mm (2 Inches) And A Nominal Width Of Not Less Than The Thickness Of The Pavement At Its Edge For The Protection Of The Pavement Edges, And Covering Material Such As Burlap Or Cotton Mats, Curing Paper Or Plastic Sheeting Materials For The Protection Of The Surface Of The Pavement. When Rain Appears Imminent, All Paving Operations Shall Stop And All Available Personnel Shall Begin Placing Forms Against The Sides Of The Pavement And Covering The Surface Of The Unhardened Concrete With The Protective Covering. 311.3.22 Acceptance Of Concrete The Strength Level Of The Concrete Will Be Considered Satisfactory If The Averages Of All Sets Of Three (3) Consecutive Strength Test Results Equal Or Exceed The Specified Strength, Fc’ And No Individual Strength Test Result Is Deficient By More Than 15% Of The Specified Strength, Fc’. Concrete Deemed To Be Not Acceptable Using The Above Criteria May Be Rejected Unless The Contractor Can Provide Evidence, By Means Of Core Tests, That The Quality Of Concrete Represented By Failed Test Results Is Acceptable In Place. At Least Three (3) Representative Cores Shall Be Taken From Each Member Or Area Of Concrete In Place That Is Considered Deficient. The Location Of Cores Shall Be Determined By The Engineer So That There Will Be At Least Impairment Of Strength Of The Structure. The Obtaining And Testing Of Drilled Cores Shall Be In Accordance With Aashto T 24. Concrete In The Area Represented By The Cores Will Be Considered Adequate If The Average Strength Of The Cores Is Equal To At Least 85% Of, And If No Single Core Is Less Than 75% Of, The Specified Strength, Fc’. If The Strength Of Control Specimens Does Not Meet The Requirements Of This Subsection, And It Is Not Feasible Or Not Advisable To Obtain Cores From The Structure Due To Structural Considerations, Payment Of The Concrete Will Be Made At An Adjusted Price Due To Strength Deficiency Of Concrete Specimens As Specified Hereunder: Deficiency In Strength Of Concrete Specimens, Percent (%) Percent (%) Of Contract Price Allowed Less Than 5 100 5 To Less Than 10 80 10 To Less Than 15 70 15 To Less Than 20 60 20 To Less Than 25 50 25 Or More 0 311.3.23 Opening To Traffic The Engineer Will Decide When The Pavement May Be Opened To Traffic. The Road Will Not Be Opened To Traffic Until Test Specimens Molded And Cured In Accordance With Aashto T 23 Have Attained The Minimum Strength Requirements In Subsection 311.2.11. If Such Tests Are Not Conducted Prior To The Specified Age The Pavement Shall Not Be Operated To Traffic Until 14 Days After The Concrete Was Placed. Before Opening To Traffic, The Pavement Shall Be Cleaned And Joint Sealing Completed. 311.3.24 Tolerance And Pavement Thickness 1. General The Thickness Of The Pavement Will Be Determined By Measurement Of Cores From The Completed Pavement In Accordance With Aashto T 148. The Completed Pavement Shall Be Accepted On A Lot Basis. A Lot Shall Be Considered As 1000 Linear Meters Of Pavement When A Single Traffic Lane Is Poured Or 500 Linear Meters When Two Lanes Are Poured Concurrently. The Last Unit In Each Slab Constitutes A Lot In Itself When Its Length Is At Least ½ Of The Normal Lot Length. If The Length Of The Last Unit Is Shorter Than ½ Of The Normal Lot Length, It Shall Be Included In The Previous Lot. Other Areas Such As Intersections, Entrances, Crossovers, Ramp, Etc., Will Be Grouped Together To Form A Lot. Small Irregular Areas May Be Included With Other Unit Areas To Form A Lot. Each Lot Will Be Divided Into Five (5) Equal Segments And One Core Will Be Obtained From Each Segment In Accordance With Aashto T 24. 2. Pavement Thickness It Is The Intent Of This Specification That The Pavement Has A Uniform Thickness As Called For On The Plans For The Average Of Each Lot As Defined. After The Pavement Has Met All Surface Smoothness Requirements, Cores For Thickness Measurements Will Be Taken. In Calculating The Average Thickness Of The Pavement, Individual Measurements Which Are In Excess Of The Specified Thickness By More Than 5 Mm Will Be Considered As The Specified Thickness Plus 5 Mm And Measurement Which Are Less Than The Specified Thickness By More Than 25 Mm Shall Not Be Included In The Average. When The Average Thickness For The Lot Is Deficient, The Contract Unit Price Will Be Adjusted For Thickness In Accordance With Paragraph (3 Below). Individual Areas Within A Segment Found Deficient In Thickness By More Than 25 Mm Shall Be Evaluated By The Lgu Project Engineer, And If In His Judgment, The Deficient Areas Warrant Removal, They Shall Be Removed And Replaced By The Contractor With Pavement Of The Specified Thickness At His Entire Expense. However, If The Evaluation Of The Lgu Project Engineer Is That The Deficient Area Should Not Be Removed And Replaced, Such Area Will Not Be Paid. When The Measurement Of Any Core Is Less Than The Specified Thickness By More Than 25 Mm, The Actual Thickness Of The Pavement In This Area Will Be Determined By Taking Additional Cores At No Less Than 5 M Intervals Parallel To The Center Line In Each Direction From The Affected Location Until A Core Is Found In Each Direction, Which Is Not Deficient In Thickness By More Than 25 Mm. The Area Of Slab For Which No Payment Will Be Made Shall Be The Product Of The Paving Width Multiplied By The Distance Along The Center Line Of The Road Between Transverse Sections Found Not Deficient In Thickness By More Than 25 Mm. The Thickness Of The Remainder Of The Segment To Be Used To Get The Average Thickness Of Each Lot Shall Be Determined By Taking The Average Thickness Of Additional Cores Which Are Not Deficient By More Than 25 Mm. 3. Adjustment For Thickness When The Average Thickness Of The Pavement Per Lot Is Deficient, Payment For The Lot Shall Be Adjusted As Follows: Deficiency In The Average Thickness Per Lot (mm) Percent (%) Of Contract Price Per Lot 0 – 5 100% Payment 6 – 10 95% Payment 11 – 15 85% Payment 16 – 20 70% Payment 21 – 25 50% Payment More Than 25 Remove And Replace/ No Payment No Acceptance And Final Payment Shall Be Made On Completed Pavement Unless Core Test For Thickness Determination Is Conducted 311.4 Environmental Measures In Loading Cement To The Truck And Unloading It To The Temporary Bodega, And From The Bodega To Batching Plant And During Concrete Work Operation Workers Doing This Job Shall Be Provided With Gears So As To Avoid Inhaling Cement Dust Particles That Could Affect Their Health. Workers In Construction Site Shall Be Provided With Working Gloves, Mask Boots And Clothing To Prevent Workers From Being Contaminated With Concrete Mix. The Contractor Shall See To It That The Noise Level Of The Exhaust Mufflers Of The Equipment Shall Be At The Minimum. Otherwise, The Contractor Must Replace All The Exhaust Mufflers Of The Equipment With A New One And Or Provide Muffler Silencers. All Roads Leading The Construction Site And Batching Plant Shall Be Moist During The Entire Works Operation To Prevent The Blowing Up Of Dust Particles. During Work Operation, Precautionary Signboards Shall Be Provided By The Contractor To Prevent Accidents And Damage To The Freshly Laid Concrete.

Closing Date12 Feb 2025

Tender AmountPHP 500 K (USD 8.6 K)

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Municipality Of Bayambang Pangasinan Tender

Corrigendum : Closing Date Modified

Philippines

Details: Description General Specifications Project : Re-routing Of Secondary Electric Line, Internet Cables, Telephone Cables & Cctv Cables, Including Installation Of Emergency Lights & Manual Fire Alarm Bell (phase Ii) Location : Municipal Compound, Zone Ii, Bayambang, Pangasinan Area : 8,579.28 Sq.m These Specifications Are Intended To Cover The Construction Of The Rehabilitation Of Mdrrmo (retrofitting Of Column, Septic Tank, Comfort Rooms, Ceiling, Wall And Electrical Works) As Shown On The Plans And Described In These Specifications. The Entire Work Is To Be Finished In Every Part With A First-class Job To The Full Extent Of The Meaning Of Plans And Specifications. Intent And Application Of The Provisions Of This Section A. The Scope Of Work Covered Within These Specifications Is The Complete Re-routing Of Secondary Electric Line, Internet Cables, Telephone Cables & Cctv Cables, Including Installation Of Emergency Lights & Manual Fire Alarm Bell (phase Ii) Located In Municipal Compound, Zone Ii, Bayambang, Pangasinan. B. This Section Is Prepared In A Concise Manner, The Intention Of Which Is To Save Time And Effort In Locating Important Contents Within These Specifications. C. Execution Of This Section Shall Be Coordinated And Harmonized To Each Corresponding Elaborated Section Of These Same Specifications. D. In Case Discrepancies Exist Between This Section And Its Corresponding Elaborated Sections, Notify The Procuring Entity Immediately For Clarification; Their Decision Shall Be Final. E. The Contractor Shall Bear The Responsibility Of Checking All The Numbers And Units As Indicated In The Bill Of Quantities. It Is Understood That The Contractor Shall Supply And Install The Required Units In Accordance With The Plans And The Specifications. F. In Their Big Proposal, The Bidders May Propose Materials Or Equipment Or Makes Other Than Those Specified In The Boq And/or Specifications, Provided They Are Of Equivalent Specifications And Functionalities. G. During Project Implementation, The Winning Bidder/contractor May Propose Substitution Of Materials Or Equipment Or Makes Other Than Those Specified In The Contract Documents Shall Be Subject To The Approval Of The Procuring Entity For The Following Reasons Only. 1. That The Materials Or Equipment Proposed Substitution Is Equal Or Superior To The Materials Or Equipment Specified In Construction Efficiency And Utility Provided That Any And All Costs Relative Thereof Shall Be Shouldered By The Contractor. 2. Or That The Materials Or Equipment Specified Cannot Be Delivered To The Job Site On Tome To Complete The Work Of The Contractors Due To Conditions Beyond The Control Of The Contractor. 3. In Case Of A Price Difference, The Procuring Entity Shall Receive All Benefits Of The Difference In Cost Involved In Any Substitution And The Contract Shall Be Altered By Change Order To Credit The Procuring Entity With Any Savings So Obtained. H. To Receive Consideration, Request(s) For Substitution Shall Be Accompanied By Documentary Proof Of Equality Or Difference In Price And Delivery, If Any, In The Form Of Certified Quotations And Guaranteed Date Of Delivery From Suppliers Of Either The Proposed Substituted Materials Or Equipment. General Conditions Of Plans And Specifications The Execution Of This Specification, Plans And Other Related Contract Documents Shall Be Subjected To The Rules And Regulations As Provided In The General Conditions Of The Contract. The Plans And Specifications Shall Be Interpreted By The Procuring Entity And Or His/her Representative. The Contractor Is Enjoined To Confer With The Procuring Entity On Items For Clarification Before Submitting His Bid. No Excuses Shall Be Entertained For Misinterpretation Of The Plans And Specifications After The Award Of Contract. All Work As Deemed Required By The Procuring Entity Shall Be Carried Out Properly By The Contractor. A. The Contractor Shall Consult The Procuring Entity On Portion Of The Work Not Mentioned In The Specifications And Not Illustrated On The Plans. He Shall Not Work Without Proper Instruction Or Detailed Plans Approved By The Procuring Entity, Otherwise He Shall Be Responsible For The In Acceptance Of The Work Done Without Details. In Such Case, The Contractor Shall Make Good The Work At His Own Expense. B. No Alteration Or Addition Shall Be Allowed Without The Consent And Proper Documentation Approved By The Procuring Entity, Even Such Change Is Ordered By The Procuring Entity. The Contractor Shall Bring The Case To The Procuring Entity. Request For Approval Of Such Changes, Alteration, Deviation Of Work Shall Not Be Done Without The Consent Of The Procuring Entity. Changes May Be Presented To The Procuring Entity In The Form Of Shop Drawings. Two (2) Sets Of Clean Plans And Specification Shall Always Be Kept At The Jobsite To Be Available To The Procuring Entity Or Their Representative Upon His Request During The Construction. Part D. Electrical Works Item 1100. Conduits, Boxes And Fittings (conduit Works / Conduit Rough-in) Description This Item Shall Consist Of The Furnishing And Installation Of The Complete Conduit Work Consisting Of Electrical Conduits; Conduit Boxes Such As Junction Boxes, Pull Boxes, Utility Boxes, Octagonal And Square Boxes; Conduit Fittings Such As Couplings, Locknuts And Bushings And Other Electrical Materials Needed To Complete The Conduit Roughing-in Work Of This Project. Material Requirements: All Materials Shall Be Brand New And Shall Be Of The Approved Type Meeting All The Requirements Of The Philippine Electrical Code And Bearing The Philippine Standard Agency (psa) Mark. Conduits Conduits Shall Be Standard Rigid Steel, Zinc Coated Or Galvanized. Intermediate Metal Conduit May Be Used If Shown Or Specified On The Approved Plans. Pvc Conduit If Required Shall Be Schedule 40. Enamel Coated Steel Conduits And Conduits With Rough Inner Surfaces Are Not Acceptable. Conduit Boxes All Conduit Boxes Shall Be Code Gauge Steel And Galvanized. Outlet Boxes Shall Be Galvanized Pressed Steel Of Standard Make. In General, Outlet Boxes Shall Be At Least 100 Mm Square Or Octagonal, 53 Mm Deep And 16 Mm Minimum Gauge. Conduit Fittings All Conduit Fittings Such As Locknuts And Bushings Shall Be Galvanized Of Standard Make. Construction Requirements: All Works Throughout Shall Be Executed In The Best Practice In A Workmanlike Manner By Qualified And Experienced Electricians Under The Immediate Supervision Of A Duly Licensed Electrical Engineer. Conduits Conduits Should Be Cut Square With A Hacksaw And Reamed. Bends Shall Be Made With The Required Radius. In Making Bends Only Conduit Bending Apparatus Will Be Used. The Use Of A Pipe Tee Or Vise For Bending Conduits Shall Not Be Permitted. Conduits Which Have Been Crushed, Deformed Or Flattened Shall Not Be Installed. No Running Thread Shall Be Allowed. Conduit Runs Crossing Construction Joints Of The Building Shall Be Provided With Standard Expansion Fittings Of The Approved Type. No Conduits Shall Be Used In Any System Smaller Than 12 Mm Diameter Electric Trade Size Nor Shall Have More Than Four (4) 9o-degree Bends In Anyone Run And Where Necessary, Pull Boxes Shall Be Provided. All Ends Of Conduits Which Are Left Empty In Cabinets And Conduit Boxes Shall Be Plugged With Lead Or Approved Pipe Caps So As To Prevent The Entrance Of White Ants And Dirt Within The Conduit System. Pull Wires Shall Be Inserted In The Empty Ducts Before They Are Closed With Lead Or Pipe Caps And Shall Be Left Therein For Future Use. On Exposed Work, All Pipes And Outlet Boxes Shall Be Secured By Means Of Galvanized Metal Clamps Which Shall Be Held In Place By Means Of Machine Screws. When Running Over Concrete Surfaces, The Screws Shall Be Held In Place By Means Of Expansion Sleeves For Big Pipes And Rolled Lead Sheet For Small Pipes. All Pipes Shall Be Run At Right Angles To And Parallel With The Surrounding Walls. No Diagonal Run Shall Be Allowed And All Bends And Offsets Shall Be Avoided As Much As Possible. Conduits Shall Be Supported At 1,500 Mm Intervals Maximum. Conduit Boxes & Fittings Provide Conduit Boxes For Pulling And Splicing Wires And Outlet Boxes For Installation Of Wiring Devices. As A Rule, Provide Junction Boxes Or Pull Boxes In All Runs Greater Than 30 Meters In Length, For Horizontal Runs. For Other Lengths, Provide Boxes As Required For Splices Or Pulling. Pull Boxes Shall Be Installed In Inconspicuous But Accessible Locations. Support Boxes Independently Of Conduits Entering By Means Of Bolts, Red Hangers Or Other Suitable Means. Conduit Boxes Shall Be Installed Plumb And Securely Fastened. They Shall Be Set Flush With The Surface Of The Structure In Which They Are Installed Where Conduits Are Run Concealed. All Convenience And Wall Switch Outlet Boxes For Concealed Conduit Work Shall Be Deep, Rectangular Flush Type Boxes. Four-inch Octagonal Flush Type Boxes Shall Be Used For All Ceiling Light Outlets And Shall Be Of The Deep Type Where Three Or More Conduits Connect To A Single Box. Floor Mounted Outlet Boxes Required Shall Be Waterproof Type With Flush Brass Floor Plate And Brass Bell Nozzle. All Boxes Shall Be Painted With Antirust Red Lead Paint After Installation. All Conduits Shall Be Fitted With Approved Standard Galvanized Bushing And Locknuts Where They Enter Cabinets And Conduit Boxes. Junction And Pull Boxes Of Code Gauge Steel Shall Be Provided As Indicated Or As Required To Facilitate The Pulling Of Wires And Cables. General Specifications The Work To Be Done Under This Division Of Specifications Consists Of The Fabrication, Furnishing, Delivery And Installation, Complete In All Details Of The Electrical Work, At The Subject Premises And All Work Material's Incidental To The Proper Completion Of The Installation, Except Those Portions Of The Work Which Are Expressly Stated To Be 90ne By Other Fields. All' Works Shall Be Done In Accordance With The Rules And Regulations And With The Specifications. Specifications On: 1. Lighting Fixtures And Lamp A. All Lighting Fixtures And Lamps Are As Specified And Listed On Lighting Fixture Schedule. B. For Fluorescent Lamp, It Shall Be 40-watt Rapid Start Cool-white. All Fluorescent Ballast Shall Be 230 Volt, High Power Factor, Of Good Quality Materials And Approved By The Bureau Of Product Standards (bps). 2. Material Requirements All Materials To Be Used Shall Conform To The Bps Specification. 3. Construction Requirements A. All Grounding System Installation Shall Be Executed In Accordance With The Approved Plans. B. Grounding System Shall Include Building Perimeter Ground Wires, Ground Rods, Clamps, Connectors, Ground Wells And Ground Wire Taps As Shown In The Approved Design. Auxiliary Systems All Auxiliary Systems Such As Telephone And Intercom System, Time Clock System, Fire Alarm System And Public Address/nurse's Call/paging System Installations Shall Be Done In Accordance With The Approved Design. All Materials To Be Used Shall Conform To The Bureau Of Product Standards (bps) Specifications. Important Requirement Regarding Supervision Of The Work And Submission Of Certificate Of Completion. All Wiring Installation Herein Shall Be Done Under The Direct Supervision Of A Licensed Electrical Engineer At The Expense Of The Contractor. The Contractor Shall Submit The Certificate Of Completion Duly Approved By The Owner's Representative. Test And Guarantee Upon Completion Of The Electrical Construction Work, The Contractor Shall Provide All Test Equipment And Personnel And To Submit Written Copies Of All Test Results. The Contractor Shall Guarantee The Electrical Installation Are Done And In Accordance With The Approved Plans And Specifications. The Contractor Shall Guarantee That The Electrical Systems Are Free From' All Grounds And From All Defective Workmanship And Materials And Will Remain So For A Period Of One Year From Date And Acceptance Of Works. Any Defect Shall Be Remedied By The Contractor At His Own Expense. Method Of Measurement The Work Under This Item Shall Be Measured Either By Lengths, Pieces, Pairs, Lot And Set Actually Placed And Installed As Shown On The Approved Plans. Basis Of Payment All Works Performed And Measured And As Provided For In The Bill Of Quantities Shall Be Paid For At The Unit Bid Or Contract Unit Price Which Payment Shall Constitute Full Compensation Including Labor, Materials, Tools And Incidentals Necessary To Complete This Item. Payment Shall Be Made Under: Pay Item Number Description Unit Of Measurement 1100 Conduits, Boxes And Fittings (conduit Works / Conduit Rough-in) Lot Item 1101. Wires And Wiring Devices Description This Item Shall Consist Of The Furnishing And Installation Of All Wires And Wiring Devices Consisting Of Electric Wires And Cables, Wall Switches, Convenience Receptacles, Heavy Duty Receptables And Other Devices Shown On The Approved Plans But Not Mentioned In These Specifications. Material Requirements Wires And Cables Shall Be Of The Approved Type Meeting All The Requirements Of The Philippine Electrical Code And Bearing The Psa Mark. Unless Specified Or Indicated Otherwise, All Power And Lighting Conductors Shall Be Insulated For 600 Volts. All Wires Shall Be Copper, Soft Drawn And Annealed, Smooth And Of Cylindrical Form And Shall Be Centrally Located Inside The Insulation. All Wiring Devices Shall Be Standard Products Of Reputable Electrical Manufacturers. Wall Switches Shall Be Rated At Least 1 Oa, 250 Volts And Shall Be Spring Operated, Flush, Tumbler Type. Duplex Convenience Receptacles Shall Be Rated At Least 15a, 250 Volts, Flush, Parallel Slots. Single Heavy Duty Receptacles Shall Be Rated At Least 20a, 250 Volts. 3wire, Flush, Polarized Type. Construction Requirements Conductors Or Wires Shall Not Be Drawn In Conduits Until After The Cement Piaster Is Dry And The Conduits Are Thoroughly Cleaned And Free From Dirt And Moisture. In Drawing Wires Into Conduits, Sufficient Slack Shall Be Allowed To Permit Easy Connections For Fixtures, Switches, Receptacles And Other Wiring Devices Without The Use Of Additional Splices. All Conductors Of Convenience Outlets And Lighting Branch Circuit Home Runs Shall Be Wired With A Minimum Of 3.5 Mm In Size. Circuit Home Runs To Panel Boards Shall Not Be Smaller Than 3.5 Mm But All Home Runs To Panel Board More Than 30 Meters Shall Not Be Smaller Than 5.5 Mm. No Conductor Shall Be Less Than 2 Mm In Size. All Wires Of 14mm And Larger In Size Shall Be Connected To Panels And Apparatus By Means Of Approved Type Lugs Or Connectors Of The Solder Less Type, Sufficiently Large Enough To Enclose All Strands Of The Conductors And Securely Fastened. They Shall Not Loosen Under Vibration Or Normal Strain. All Joints, Taps And Splices On Wires Larger Than 14 Mm Shall Be Made Of Suitable Solder Less Connectors Of The Approved Type And Size. They Shall Be Taped With Rubber And Pvc Tapes Providing Insulation Not Less Than That Of The Conductors. No Splices Or Joints Shall Be Permitted In Either Feeder Or Branch Conductors Except Within Outlet Boxes Or Accessible Junction Boxes Or Pull Boxes. All Joints In Branch Circuit Wiring Shall Be Made Mechanically And Electrically Secured By Approved Splicing Devices And Taped With Rubber And Pvc Tapes In A Manner Which Will Make Their Insulation As That Of The Conductor. All Wall Switches And Receptacles Shall Be Fitted With Standard Bakelite Face Plate Covers. Device Plates For Flush Mounting Shall Be Installed With All Four Edges In Continuous Contact With Finished Wall Surfaces Without The Use Of Coiled Wire Or Similar Devices. Plaster Fillings Will Not Be Permitted. Plates Installed In Wet Locations Shall Be Gasketed. When More Than One Switch Or Device Is Indicated In A Single Location, Gang Plate Shall Be Used. Method Of Measurement The Work Under This Item Shall Be Measured Either By Meters, Rolls, Pieces, And Set, Actually Placed And Installed As Shown On The Plans. Basis Of Payment All Work Performed And Measured And As Provided For In This Bid Of Quantities Shall Be Paid For At The Unit Bid Or Contract Unit Price Which Payment Shall Constitute Full Compensation Including Labor, Materials, Tools And Incidentals Necessary To Complete This Item. Payment Shall Be Made Under: Pay Item Number Description Unit Of Measurement 1101 Wires And Wiring Devices Lot Item 1102. Power Load Center, Switchgear And Panel Boards, And Other Overcurrent Protection Devices Description This Item Shall Consist Of The Furnishing And Installation Of The Power Load Center Unit Substation Or Low Voltage Switchgear And Distribution Panel Boards At The Location Shown Or The Approved Plans Complete With Transformer, Circuit Breakers, Cabinets And All Accessories, Completely Wired And Ready For Service. Material Requirements All Materials Shall Be Brand New And Shall Be Of The Approved Type. It Shall Conform To The Requirements Of The Philippine Electrical Code And Shall Bear The Philippine Standard Agency (psa) Mark. Power Load Center Unit Substation The Contractor Shall Furnish And Install An Indoor-type Power Load Center Unit Substation At The Location Shown On The Approved Plans If Required. It Shall Be Totally Metal-enclosed, Dead Front And Shall Consist Of The Following Coordinated Component Parts: High Voltage Primary Section: High Voltage Primary Incoming Line Section Consisting Of The Following Parts And Related Accessories: A. One (1) Air-filled Interrupter Switch, 2-position (open-close) Installed In A Suitable Air Filled Metal Enclosure And Shall Have Sufficient Interrupting Capacity To Carry The Electrical Load. It Shall Be Provided With Key Interlock With The Cubicle For The Power Fuses To Prevent Access To The Fuses Unless The Switch Is Open. B. Three (3)-power Fuses Mounted In Separate Compartments Within The Switch Housing And Accessible By A Hinged Door. C. One 1) Set Of High Voltage Potheads Or 3-conductor Cables Or Three Single Conductor Cables. D. Lightning Arresters Shall Be Installed At The High Voltage Cubicle If Required. Items (a) And (b) Above Could Be Substituted With A Power Circuit Breaker With The Correct Rating And Capacity. Transformer Section The Transformer Section Shall Consist Of A Power Transformer With Ratings And Capacities As Shown On The Plans. It Shall Be Oil Liquid-filled Non-flammable Type And Designed In Accordance With The Latest Applicable Standards. The Transformer Shall Be Provided With Four (4 Approximately 2 1/2 % Rated Kva Taps On The Primary Winding In Most Cases One (1) Above And Three (3) Below Rated Primary Voltage And Shall Be Changed By Means Of Externally Gang-operated Manual Tap Changer Only When The Transformer Is De-energized. Tap Changing Under Load Is Acceptable If Transformer Has Been So Designed. The Following Accessories Shall Be Provided With The Transformer, Namely: Drain Valve, Sampling Device, Filling Connection, Oil Liquid Level Gauge, Ground Pad, Top Filter Press Connection, Lifting Lugs, Diagrammatic Nameplate, Relief Valve, Thermometer And Other Necessary Related Accessories. The High-voltage And Low-voltage Bushings And Transition Flange Shall Be Properly Coordinated For Field Connection To The Incoming Line Section And Low Voltage Switchboard Section, Respectively. Low-voltage Switchboard Section The Low-voltage Switchboard Shall Be Standard Modular-unitized Units, Metal-built, Dead Front, And Safety Type Construction And Shall Consist Of The Following: A. Switchboard Housing The Housing Shall Be Heavy Gauge Steel Sheet, Dead Front Type, Gray Enamel Finish Complete With Frame Supports, Steel Bracings, Steel Sheet Panel Boards, Removable Rear Plates, Copper Bus Bars, And All Other Necessary Accessories To Insure Sufficient Mechanical Strength And Safety. It Shall Be Provided With Grounding Bolts And Clamps. B. Secondary Metering Section The Secondary Metering Section Shall Consist Of One (1) Ammeter, Ac, Indicating Type; One (1) Voltmeter, Ac, Indicating Type, One (1) Ammeter Transfer Switch For 3-phase; One (1) Voltmeter Transfer Switch For 3phase; And Current Transformers Of Suitable Rating And Capacity. The Above-mentioned Instruments Shall Be Installed In One Compartment Above The Main Breaker And Shall Be Complete With All Necessary Accessories Completely Wired, Ready For Use. C. Main Circuit Breaker The Main Circuit Breaker Shall Be Draw-out Type, Manually Or Electrically Operated As Required With Ratings And Capacity As Shown On The Approved Plans. The Main Breaker Shall Include Insulated Control Switch If Electrically Operated, Manual Trip Button, Magnetic Tripping Devices, Adjustable Time Over Current Protection And Instantaneous Short Circuit Trip And All Necessary Accessories To Insure Safe And Efficient Operation. D. Feeder Circuit Breakers There Shall Be As Many Feeder Breakers As Are Shown On The Single Line Diagram Or Schematic Riser Diagram And Schedule Of Loads And Computations On The Plans. The Circuit Breakers Shall Be Draw Out Or Molded Case As Required. The Circuit Breakers Shall Each Have Sufficient Interrupting Capacity And Shall Be Manually Operated Complete With Trip Devices And All Necessary Accessories To Insure Safe And Efficient Operation. The Number, Ratings, Capacities Of The Feeder Branch Circuit Breakers Shall Be As Shown On The Approved Plans. Circuit Breakers Shall Each Be Of The Indicating Type, Providing "on" - "off" And "trip" Positions Of The Operating Handles And Shall Each Be Provided With Nameplate For Branch Circuit Designation. The Circuit Breaker Shall Be So Designed That An Overload Or Short On One Pole Automatically Causes All Poles To Open. Low-voltage' Switchgear (for Projects Requiring 'low-voltage Switchgear Only). The Contractor Shall Furnish And Install Low-voltage Switchgear At The Location Shown On The Plans. It Shall Be Metal-clad, Dead Front, Free Standing, Safety Type Construction And Shall Have Copper Bus Bars Of Sufficient Size, Braced To Resist Allowable Root Mean Square (rms) Symmetrical Short Circuit Stresses, And All Necessary Accessories. The Low-voltage Switchgear Shall Consist Of The Switchgear Housing, Secondary Metering, Main Breaker And Feeder Branch Circuit Breakers And All Necessary Accessories, Completely Wired, Ready For Service. Grounding System: All Non-current Carrying Metallic Parts Like Conduits, Cabinets And Equipment Frames Shall Be Properly Grounded In Accordance With The Philippine Electrical Code, Latest Edition. The Size Of The Ground Rods And Ground Wires Shall Be As Shown On The Approved Plans. The Ground Resistance Shall Not Be More Than 5 Ohms. Panel Boards And Cabinets Panel Boards Shall Conform To The Schedule Of Panel Boards As Shown On The Approved Plans With Respect To Supply Characteristics, Rating Of Main Lugs Or Main Circuit Breaker, Number And Ratings And Capacities Of Branch Circuit Breakers. Panel Boards Shall Consist Of A Factory Completed Dead Front Assembly Mounted In An Enclosing Flush Type Cabinet Consisting Of Code Gauge Galvanized Sheet Steel Box With Trim And Door. Each Door Shall Be Provided With Catch Lock And Two-(2) Keys. Panel Boards Shall Be Provided With - Directories And Shall Be Printed To Indicate Load Served By Each Circuit. Panel Board Cabinets And Trims Shall Be Suitable For The Type Of Mounting Shown On The Approved Plans. The Inside And Outside Of Panel Board Cabinets And Trims Shall Be Factory Painted With One Rust Proofing Primer Coat And Two Finish Shop Coats Of Pearl Gray Enamel Paint. Main And Branch Circuit Breakers For Panel Boards Shall Have The Rating, Capacity And Number Of Poles As Shown On The Approved Plans. Breakers Shall Be Thermal Magnetic Type. Multiple Breaker Shall Be Of The Common Trip Type Having A Single Operating Handle. For 50-ampere Breaker Or Less, It May Consist Of Single-pole Breaker Permanently Assembled At The Factory Into A Multi-pole Unit. Construction Requirements The Contractor Shall Install The Power Load Center Unit Substation Or Low-voltage Switchgear And Panel Boards At The Locations Shown On The Approved Plans. Standard Panels And Cabinets Shall Be Used And Assembled On The Job. All Panels Shall Be Of Dead Front Construction Furnished With Trims For Flush Or Surface Mounting As Required. Method Of Measurement The Work Under This Item Shall Be Measured Either By Set And Pieces Actually Placed And Installed As Shown On The Approved Plans. Basis Of Payment All Works Performed And Measured And As Provided For In The Bill Of Quantities Shall Be Paid For At The Unit Bid Or Contract Unit Price Which Payment Shall Constitute Full Compensation Including Labor, Materials, Tools And Incidentals Necessary To Complete This Item. Payment Shall Be Made Under: Pay Item Number Description Unit Of Measurement 1102 Power Load Center, Switchgear And Panel Boards, And Other Overcurrent Protection Devices Lot Item 1103. Lighting Fixtures And Devices Specifications On: Lighting Fixtures And Lamp A. All Lighting Fixtures And Lamps Are As Specified And Listed On Lighting Fixture Schedule. B. For Fluorescent Lamp, It Shall Be 40-watt Rapid Start Cool-white. All Fluorescent Ballast Shall Be 230 Volt, High Power Factor, Of Good Quality Materials And Approved By The Bureau Of Product Standards (bps). Material Requirements All Materials To Be Used Shall Conform To The Bps Specification. Construction Requirements A. All Grounding System Installation Shall Be Executed In Accordance With The Approved Plans. B. Grounding System Shall Include Building Perimeter Ground Wires, Ground Rods, Clamps, Connectors, Ground Wells And Ground Wire Taps As Shown In The Approved Design. Method Of Measurement The Work Under This Item Shall Be Measured Either By Set, Pieces, Or Lot Actually Placed And Installed As Shown On The Approved Plans. Basis Of Payment All Works Performed And Measured And As Provided For In The Bill Of Quantities Shall Be Paid For At The Unit Bid Or Contract Unit Price Which Payment Shall Constitute Full Compensation Including Labor, Materials, Tools And Incidentals Necessary To Complete This Item. Payment Shall Be Made Under: Pay Item Number Description Unit Of Measurement 1103 Lighting Fixtures And Devices Lot Item 1208. Fire Alarm System Manual Fire Alarm Bell Fire Alarm Bell Dimensions: 6" Or 150mm X 61mm Height Material: Metal Gong, Plastic Base Operating Voltage: 220v Ac+-5% Operating Current: 95db Break Glass Fire Alarm Switch Dimensions: 3-1/2" X 3-1/2" X 2" Https://drive.google.com/drive/folders/1m_6il4ggq7pv2auiduf0y0nk0b6rz5om?usp=sharing

Closing Date11 Feb 2025

Tender AmountPHP 1.3 Million (USD 23.9 K)

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Municipal Services, Contribution Organizations Tender

Czech Republic

Details: The subject of the contract is the replacement of the external entrance staircase to the 2nd floor of the building No. 2498 and the roofing of the existing terrace. The foundations of the staircase will be carried out as a flat foundation. The foundations will be formed by concrete monolithic strips 400 mm wide and 850 mm deep. The steel structures of the staircase will be chemically anchored to the foundation strips. The foundation strips will be excavated mechanically to a depth of 100 mm above the level of the foundation joint. The remaining 100 mm will be excavated manually to prevent loosening of the soil in the foundation joint. During excavation work, it is always necessary to strictly comply with the regulations on work safety. During implementation, the designer reserves the right to change the foundation of the building based on the discovery of new facts about the subsoil. Furthermore, the designer reserves the right to take over the foundation joint and compare it with the foundation method described in the project. The designer will be asked to do this at least 3 days before covering. Vertical structures On the ceiling structure of the existing terrace, vertical steel roofing columns made of Jäckel profile 100/100/5 mm will be installed to support the steel purlin. The columns will be chemically anchored to the existing structure via footings of P12 – 250 X 250 mm. Horizontal structures The roof structure of the terrace roofing will consist of a purlin made of Jäckel profile 100/100/5 mm, which will be welded to the vertical column and anchored to the existing reinforced concrete structure via an anchor element. Steel roof trusses made of Jäckel profile 60/60/3 mm will be installed over the purlins, and the trusses will be chemically anchored to the existing structure. The external entrance staircase of the staircase will be made of steel. The outer steps and landings will be made of steel beams UPN 220 and the central step and landing beams will be made of steel profile Ipe160. A P8 sheet will be welded onto the central step, the shape of which copies the contour of the staircase. The steps of the stairs will be screwed together over this sheet, and the steps will be attached to the outer steps from the side. The vertical supporting structure will be made of steel columns Jäckel 100/100/3 mm. The stairs will be connected to each other by horizontal beams made of Jäckel profile 100/100/3 mm. The Staircase Construction Will Be Anchored To The Reinforced Concrete Structures Of The Object With M16 Screws On Chemical Mortar. The Staircase Steps And Floors Of The Landing And Intermediate Landing Will Be Made Of Porous Gratings (Expanded Metal). The Shape Of The Staircase Is Determined By The Construction Part Of The Documentation. The Railing Will Be Made According To The Requirements Of The Czech Construction Code. Roof - New Penthouse Roof Of The Terrace - Slope Of 6°. Ceramic Roofing Trapezoidal Sheet. Insulation Against Water - In The Composition Of The New Terrace Floor - Waterproofing Using Pci Barraseal Turbo With Gluing Of The Eaves Profile And Inserting Of Insulating Strips Thermal Insulation - In The Composition Of The New Terrace Floor Pir Board Thickness 30 Mm A Detailed Description Is Given In The Attached Project Documentation Processed By Proefekt - Design Office Špindlerova 672, 413 01 Roudnice NL, Ič 64013111.

Closing Date7 Feb 2025

Tender AmountCZK 1.8 Million (USD 78.5 K)

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Caraga Regional Hospital Tender

Healthcare and Medicine

Philippines

Details: Description Republic Of The Philippines Department Of Health Caraga Regional Hospital Surigao City Ooooooooo @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@ Bids And Awards Committee Invitation To Bid Ib No. 2025-02-26 (03) Supply And Delivery Of Various Medical Supplies For Surgery Use Under Single-year Framework Agreement Approved Budget For The Contract: Php 4,728,750.00 ========================================================= 1. The Caraga Regional Hospital (crh), Through The Fy2025 Raf / Gaa Intends To Apply The Sum Of Being The Approved Budget For The Contract (abc) Of Four Million Seven Hundred Twenty Eight Thousand Seven Hundred Fifty Pesos Only ( Php 4,728,750.00 ) As To Payment Under The Contract For Supply And Delivery Of Various Medical Supplies For Surgery Use Under Single-year Framework Agreement (early Procurement Activity). Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening And Items Below Are Subject For A Competitive Bidding As Framework Agreement List. This Is A Partial Bid Or Line Item Bid. Line Item No. Description Qty Unit Of Measure Unit Cost Total Cost 1 Cautery Pencil Disposable/pc With Color Code Switch 1,800 Pcs 150.00 270,000.00 2 Water Proof Transparent Dressing With Absorbent Pad Post Operative, With A High Moisture Vapor Transmission Rate Film, 20cm X10 Cm 100 Pcs 300.00 30,000.00 3 Skin Stapler With Skin Remover (sterile) 800 Pcs 400.00 320,000.00 4 Surgical Scrub Brush With 4%chlorhexidine Solution Per Piece 2,200 Pcs 120.00 264,000.00 5 T-tube, Surgical Drain, Sterile Latex Fr14, 10's/box, Sterile With Ethylene Oxide;individually Blister Packed;smooth And Strong Wall 15 Box 2,750.00 41,250.00 6 T-tube, Surgical Drain, Sterile Latex Fr16, 10's/box Sterile With Ethylene Oxide;individually Blister Packed;smooth And Strong Wall 10 Pcs 2,750.00 27,500.00 7 Transparent Surgical Incise Drape 10.2 Cm X 25.4 Cm 100 Pcs 250.00 25,000.00 8 Transparent Surgical Incise Drape 28 Cm X 45 Cm 100 Pcs 250.00 25,000.00 9 Transparent Surgical Incise Drape 40cm X 42 Cm 100 Pcs 250 25,000.00 10 Water Proof Transparent Dressing With Absorbent Pad Post Operative 15.5cm X8.5 Cm, Sterile 26 Pcs 300 7,800.00 11 Water Proof Transparent Dressing With Absorbent Pad Post Operative 20cm X 10 Cm, Sterile 55 Pcs 300 16,500.00 12 Water Proof Transparent Dressing With Absorbent Pad Post Operative 25cm X 10 Cm, Sterile 150 Pcs 300 45,000.00 13 Water Proof Transparent Dressing With Absorbent Pad Post Operative 45cm X 28cm, Sterile 50 Pcs 300 15,000.00 14 Absorbable Hemostat (oxidized Regenerated Cellulose) 3 Inches X 4 Inches, Box Of 12 1 Doz 55,000.00 55,000.00 15 Water Sealed Drainage, 1600ml - 2000ml, Sterile With Connecting Tube 190 Bottle 1,400.00 266,000.00 16 Electrosurgical Grounding Pad Adult Made Of Polyhesive 2.3 To 2.8metre Cable, Disposable 80 Pcs 480 38,400.00 17 Electrosurgical Grounding Pad Pedia Made Of Polyhesive 2.3 To 2.8metre Cable, Disposable 10 Pcs 480 4,800.00 18 Wound Drainage Jp 200ml - 250ml 200 Pcs 1,600.00 320,000.00 19 Abdominal Binder, 10-15 Inches Width, Assorted Length, 5 Medium, 10 Large, 15 Extra Large 30 Pcs 300 9,000.00 20 Bag, Colostomy W/ 56-57mm Base Plate Hydrocolloid Adhesive Skin Protector & Locking System, Leak Proof, With Closed Drainable Integrated Laminar Filter Bag, Sterile; Visually Transparent Bag 132 Pcs 288 38,016.00 21 Lapsponge Surgical 12 X 12x12 Ply, 28x24 Mesh Latex Free ,pre Washed And De-linted For Problem Free Use, X Ray Detectable Absorbent 100% Cotton ;1 Pc/pack 2,000 Pcs 150 300,000.00 22 Lapsponge Surgical 8 X 36''x12plyx24 Mesh Latex Free ,pre Washed And De-linted For Problem Free Use, X Ray Detectable Absorbent 100% Cotton; 1 Pc /pack 500 Pcs 250 125,000.00 23 T-tube, Surgical Drain, Sterile Latex Fr18, 10's/box;sterile With Ethylene Oxide;individually Blister Packed;smooth And Strong Wall 20 Box 2,750.00 55,000.00 24 Surgical Blade No. 15;box Of 100 Pcs;sterilized By Gamma Radiation 2.5m Rads; Surgical Blade Stainless Steel ; Excellent Cutting Quality, Strength And Corrosion Resistant, Disposable Blades ; Individually Wrapped And Sealed In Aluminum Foil And Long Shelf-life ; With Edge’s Micron Sharpness. They Are The Finest Blades Available;excellent Quality Based On The Sample Evaluation Conducted By The End User 10 Box 500 5,000.00 25 Penrose Drain 1/2 Inch; Sterile Penrose Drain Individually Pack Per Piece ; With Lot Number, Manufacturing Date And Expiry Date Label 20 Pcs 95 1,900.00 26 Penrose Drain 1/4 Inch; Sterile Penrose Drain Individually Pack Per Piece ; With Lot Number, Manufacturing Date And Expiry Date Label 300 Pcs 95 28,500.00 27 Penrose Drain 3/4 Inch; Sterile Penrose Drain Individually Pack Per Piece ; With Lot Number, Manufacturing Date And Expiry Date Label 10 Pcs 95 950.00 28 Surgical Blade No. 12 Box Of 100 Pcs;sterilized By Gamma Radiation 2.5m Rads; Surgical Blade Stainless Steel ; Excellent Cutting Quality, Strength And Corrosion Resistant, Disposable Blades ; Individually Wrapped And Sealed In Aluminum Foil And Long Shelf-life ; With Edge’s Micron Sharpness. They Are The Finest Blades Available;excellent Quality Based On The Sample Evaluation Conducted By The End User 5 Box 500.00 2,500.00 29 Surgical Blade No.21 Box Of 100 Pcs;sterilized By Gamma Radiation 2.5m Rads; Surgical Blade Stainless Steel ; Excellent Cutting Quality, Strength And Corrosion Resistant, Disposable Blades ; Individually Wrapped And Sealed In Aluminum Foil And Long Shelf-life ; With Edge’s Micron Sharpness. They Are The Finest Blades Available;excellent Quality Based On The Sample Eval By End User;excellent Quality Based On The Sample Eval By End User 10 Box 500.00 5,000.00 30 Reinforced Adhesive Skin Closure Strips, 1/4" X 2", 10sheets/pack 200 Packs 80.00 16,000.00 31 Reinforced Adhesive Skin Closure Strips, 1/2" X 2" 200 Packs 80.00 16,000.00 32 Tourniquet Quick Slow Release ;plastic Buckle 50 Pcs 65.00 3,250.00 33 Wound Dressing Sterile Medicated Tulle-gras With White Soft Paraffin 10cm X 10cm 50 Pcs 200 10,000.00 34 Structural Aluminum Malleable Non- Toxic Medical Polymer Rolling First Aid Splint For Wrist Arm Thumb Fracture 3.33x35.4 Inch 250 Set 230 57,500.00 35 Surgical Scrub Brush Plain Sterile 1,089 Pcs 28 30,492.00 36 Cotton Gauze Impregnated With White Soft Paraffin Containing 0.5% Chlorhexidine Acetate 10cmx 10cm;10 Pcs/per Box 540 Box 350 189,000.00 37 Surgery Pack (4 Pcs Or Gown Large With Cotton Ribbings;1 Large Sheet 121"x 83 "with 16"x 16 "hole;2 Half Sheet 59"x86 "inches;5 Hand Towel 21"x 26 ";22mayo Cover Pillow Case Size;1 Leggings ,autoclavable Cloth- Does Not Shrink When Exposed To Heat;washable Reusable 100 Pcs 7,000.00 700,000.00 38 Surgical Blade No. 10 ;box Of 100 Pcs; Sterilized By Gamma Radiation 2.5m Rads; Surgical Blade Stainless Steel ; Excellent Cutting Quality, Strength And Corrosion Resistant, Disposable Blades ; Individually Wrapped And Sealed In Aluminum Foil And Long Shelf-life ; With Edge’s Micron Sharpness. They Are The Finest Blades Available ;excellent Quality Based On The Sample Evaluation Conducted By The End User 25 Box 500 12,500.00 39 Surgical Blade No. 11; Box Of 100 Pcs;sterilized By Gamma Radiation 2.5m Rads; Surgical Blade Stainless Steel ; Excellent Cutting Quality, Strength And Corrosion Resistant, Disposable Blades ; Individually Wrapped And Sealed In Aluminum Foil And Long Shelf-life ; With Edge’s Micron Sharpness. They Are The Finest Blades Available;excellent Quality Based On The Sample Evaluation Conducted By The End User 25 Box 500 12,500.00 40 Surgical Blade No.20 Box Of 100 Pcs;sterilized By Gamma Radiation 2.5m Rads; Surgical Blade Stainless Steel ; Excellent Cutting Quality, Strength And Corrosion Resistant, Disposable Blades ; Individually Wrapped And Sealed In Aluminum Foil And Long Shelf-life ; With Edge’s Micron Sharpness. They Are The Finest Blades Available;excellent Quality Based On The Sample Eval By End User;excellent Quality Based On The Sample Evaluation Conducted By The End User 25 Box 500 12,500.00 41 Surgical Blade No.22 Box Of 100 Pcs;sterilized By Gamma Radiation 2.5m Rads; Surgical Blade Stainless Steel ; Excellent Cutting Quality, Strength And Corrosion Resistant, Disposable Blades ; Individually Wrapped And Sealed In Aluminum Foil And Long Shelf-life ; With Edge’s Micron Sharpness. They Are The Finest Blades Available;excellent Quality Based On The Sample Evaluation Conducted By The End User 10 Box 500 5,000.00 42 Lapsheet For Or Use Cloth, Width 70 Inches X Length 125 Inches 150 Roll 420 63,000.00 43 Water Proof Transparent Dressing With Absorbent Pad Post Operative 10cm X10 Cm 100 Pcs 240 24,000.00 44 Water Proof Transparent Dressing With Absorbent Pad Post Operative 5cm X 5cm 100 Pcs 240 24,000.00 45 Absorbable Hemostat, Oxidized Regenerated Cellulose, Size 4inches X 4inches, 12 Pieces Per Box 1 Box 72,000.00 72,000.00 46 Bag, Colostomy W/ 32mm - 40mm Base Plate Hydrocolloid Adhesive Skin Protector & Locking System, Leak Proof, With Closed Drainable Integrated Laminar Filter Bag, Sterile; Visually Transparent Bag 70 Pcs 288 20,160.00 47 Water Proof Transparent Dressing With Absorbent Pad Post Operative 8cm X 8cm 100 Pcs 360 36,000.00 48 Transparent Dressing For I.v. 2 Inches X 2 1/4 Inches ( 1610) 100pcs Per Box;with Waterproof Film Coating;has A Stabilisation Border, Transparent Window, Pattern-coated Adhesive, Deep Notch And Tape Strip To Provide A Secure Hold, Site Visibility And Moisture Management For Central Line 1 Box 5,482.00 5,482.00 49 Trauma Pelvic Orthotic Devices,dimensions: 8.2"h X 9.1"" W X 0.8'', Weight: 12 Oz 5 Pcs 5,000.00 25,000.00 50 Tongue Depressor, Wooden, Sterile, 6", Non- Pyrogenic, Non- Toxic ,100/box 500 Box 360 180,000.00 51 Absorbable Hemostatic Gelatine Sponge Size 3 Inches X 4 Inches 110 Pcs 472 51,920.00 52 Sterile Rolled Gauze 2 X 10 Inches; Individually Pack 100 Roll 25 2,500.00 53 Sterile Rolled Gauze 4x10 Inches ; Individually Pack 100 Roll 40 4,000.00 54 Sterile Rolled Gauze 6x10 Inches; Individually Pack 300 Roll 50 15,000.00 55 Sterile Rolled Gauze 8x8 Inches; Individually Pack 50 Roll 65 3,250.00 56 Absorbable Hemostatic Gelatine Sponge Size 3 Inches X 4 Inches 110 Pcs 2,278.00 250,580.00 57 Universal Or Pack : Consist Of 1 Table Cover 140cm X 190 Cm (60x190cm); 1 Pc Mayo Stand Cover 76cm X 145cm ;4 Pcs Smms Reinforced Surgical Gown Xl Size 130cmx75cm With Adhesive; Side Drape , Absorbent Pp+pe+pp240x 150 Cm With Adhesive; 1 Pc Bottom Drape Absorbent Pp+pe+pp 180 X 150 Cm With Adhesive; 1 Pc Suture Bag 16x 28 Cm ; Tape Strip (op-tape) 10x50cm ;4 Pcs Hand Towel 30x 40cm 20 Packs 2,500.00 50,000.00 58 Laparotomy Pack ,eo Sterilized :1 Pc Table Cover 140 X 190 Cm (60x190cm); 2 Pcs Mayo Stand Cover 76x 145cm; 5 Pcs Reinforced Surgical Gowns Xl; 8 Pcs Hand Towels 30x 40cm; 1 Pcs Laparotmy Drape 200x 250 Cm; 4 Pcs Utility Drape With Adhesive 38x 66cm; 1 Suture Bag16x 28 Cm; 1 Protective Bottom Drape Layer For Lapsheet Support; With Certificate Of Medical Device Notification 20 Unit 3,500.00 70,000.00 59 Surgical Scrub Brush With Povidone 7.5% Solution Per Piece;excellent Quality Based On The Sample Evaluation Conducted By The End User 10,000 Pcs 40 400,000.00 Grand Total 4,728,750.00 Terms Of Reference Terms Of Delivery: 20 Calendar Days Upon Receipt Of Call-off Delivery Schedule: End-user’s Demand Through Call-off This Procurement Is Under Framework Agreement -single Year Framework Agreement Expiration: Minimum Of Two (2) Years Expiry Upon Delivery Terms Of Payment. Payment Shall Be Made Upon Complete Delivery Per Call – Off. Necessary Documents Are Required In Compliance With Auditing Rules And Regulations. This Procurement Is A Partial Bid Or Line Item Bid. Bid Evaluation/post-qualification During The Evaluation And Post – Qualification Stage, The Twg And Bac Shall Consider The Previous Findings From The Product Quality Assurance Evaluation Report. This Includes Incorporating Assessments Of Product Quality, Performance And Suitability. During The Actual Product Sampling Evaluation, The Bidder’s Representative Shall Be Present. The Product Presented Should Demonstrate “excellent” Performance, As Defined By The Twg And The End-user Based On The Pqae. This “excellent” Mark Signifies That The Product Meets The Needs And Expectations Of Both Medical Experts And The End-user, As Determined Through The Actual Product Samples And Previous Performance Evaluation. In Addition To The Evaluation Process, A Product Demo Or Sample Is Strongly Recommended Particularly For Products That Are New, Unfamiliar To The Twg And End-user. The Bidder Shall Comply The Post-qualification Requirements Set By The Procuring Entity Especially During Product Demonstration Or Requiring For A Product Sample On A Given Schedule. Failure To Comply Shall Be Ground For Post-disqualification. The Procuring Entity Shall Require The Bidder To Deliver A Product Sample Or Demo To Caraga Regional Hospital Vicinity. Additionally, The Procuring Entity May Have Preferences Regarding How This Hospital Can Find Reliable And Easily Accessible Procedures During The Post-qualification Phase. Consequently, During This Phase, The Bidder Must Always Be Ready To Comply With Any Requirements Or Standards Made By The Procuring Entity. Validity Of The Contract / Contract Termination Without Prejudice To The Provision Of Applicable Laws, Rules And Guidelines, The Contract Shall Be Automatically Terminated Under The Following Conditions: A. When The Total Quantity Specified In The Contract Has Been Exhausted; Or B. For Any Justifiable Reason Ground Where The Contract Will Not Redound To The Benefit Of The Government Or There Is Violation Of The Contract. Repeat Order: 1. No Repeat Order For An Item In Contract Being Awarded Shall Be Allowed Until After The Procuring Entity Has Exhausted The Estimated Quantity For The Same Item Specified Therein Or After The Contract Has Expired, Whichever Comes First, And Subject To The Conditions Provided In Section 51 Of Ra 9184 And Its Irr. For This Purpose, The Repeat Order Shall Be Availed Of Only Within Six (6) Months From The Date Of The Last Of Final Call-off. 2. In Case Repeat Order Is Allowed And Resorted To, The Twenty-five (25%) Maximum Allowable Quantity Shall Be Based On The Total Quantity Of Awarded Item. General Conditions All Other Rules Governing Contract Implementation And Termination Under Ra 9184 And Its Irr, And Relevant Procurement Policies Shall Be Applicable. Technical Specification And Terms Of Reference Are Hereby Posted In Philgeps And Form An Integral Part Of This Invitation To Bid. 2. The Crh Now Invites Bids For The Procurement Of The Above-captioned Project. Delivery Of The Goods Is Required Within The Period Specified Under Section Vi (schedule Of Requirements). Bidders Should Have Completed, Within Two (2) Years From The Date Of Submission And Receipt Of Bids, A Contract Similar To The Project. Section 23.4.1.3.(ra 9184). The Bidder Must Have Completed A Single Contract That Is Similar To This Project, Equivalent To At Least Twenty Five Percent ( 25% ) Of The Abc. Slcc Must Be Within 2 Years From The Submission Of Bids. (based On The Completion Date). The Single Largest Completed Contract (slcc) Shall Be The Same Or Similar In Nature, As Determined And Defined By The Bids And Awards Committee ( Bac ). For Procurement Where The Procuring Entity Has Determined, After The Conduct Of Market Research, That Imposition Of Either (a) Or (b) Will Likely Result To Failure Of Bidding Or Monopoly That Will Defeat The Purpose Of Public Bidding: The Bidder Should Comply With The Following Requirements: A. Completed At Least Two (2) Similar Contracts, The Aggregate Amount Of Which Should Be Equivalent To At Least Fifty Percent (50%) In The Case Of Non-expendable Supplies And Services Or Twenty-five Percent (25%) In The Case Of Expendable Supplies] Of The Abc For This Project; And B. The Largest Of These Similar Contracts Must Be Equivalent To At Least Half Of The Percentage Of The Abc As Required Above. 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Nondiscretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) 9184, Otherwise Known As The “government Procurement Reform Act”. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Partnerships, Or Organizations With At Least Sixty Percent (60%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines, And To Citizens Or Organizations Of A Country The Laws Or Regulations Of Which Grant Similar Rights Or Privileges To Filipino Citizens, Pursuant To Ra 5183. 4. Interested Bidders May Obtain Further Information From The Bids And Awards Committee (bac) Secretariat, Caraga Regional Hospital, Surigao City And Inspect The Bidding Documents At The Address Given Above During 8:00 Am – 5:00 Pm, Monday To Friday. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On January 21, 2025 To February 26, 2025 On Or Before 10:00 A.m. From The Address Above And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Specified Below: Bidding Schedule Pre-bidding Conference February 11, 2025 At 9:00 A.m. Via Zoom Platform Link: Join Zoom Meeting Https://us06web.zoom.us/j/89018652406?pwd=rxrgx2unbw6b0zobo2lmolkmfzfre5.1 Meeting Id: 890 1865 2406 Passcode: 142810 Deadline Of Submission Of Bids February 26, 2024 At 10:00 A.m... Via Online And Submit Your Bidding Documents To This Email Address: Crhbac2020@gmail.com. Please Be Advised That Failure To Submit Bidding Documents To The Designated Official Email Address Will Result In Automatic Rejection And Disqualification. Opening Of Bids February 26, 2025 At 2:00 P.m. Via Zoom Platform Link: Join Zoom Meeting Https://us06web.zoom.us/j/81348230327?pwd=bfkzeodym0i8lapw8jsen9ug0tbsee.1 Meeting Id: 813 4823 0327 Passcode: 491644 Complete Philippine Bidding Documents Please Click The Link Below For The Complete Pbd: Https://drive.google.com/drive/folders/1ttqwf5rpbxvamwrzfeowz1mofaqzpssh?usp=sharing Bidding Documents Php 5,000.00 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, Provided That Bidders Shall Pay The Applicable Fee For The Bidding Documents Not Later Than The Submission Of Their Bids. The Following Phlippine Bidding Documents Can Be Accessed In The Philgeps And All Form And Part Of This Invitation To Bid, To Wit: A. Technical Specification / Terms Of Reference/ List Of Items B. Instruction To Bidders: B.1. Documents To Be Submitted (checklist- This Will Be Discussed During The Pre-bid Conference) B.2. Memorandum Of Undertaking – Provision Thereof Is Strictly Implemented C. Guidelines On The Conduct Of The Electronic Submission And Receipt Of Bids By The Procuring Entity – Caraga Regional Hospital (crh) D. Philippine Bidding Documents E. Framework Agreement Guidelines F. Framework Agreement Lists G. Other Documents Essential Documents Required By This Procuring Entity And Ra 9184 6. The Crh Will Hold A Pre-bid Conference On The Above-mentioned Date, Time And Venue, Which Shall Be Opened To Prospective Bidders. The Pre-bidding Conference And Opening Of Bids Shall Be Conducted Through Videoconferencing, Webinar Or Virtual. Please Send Your Intent To Participate To Our Email Address As Provided Below. 7. Bids Must Be Duly Received By The Bac Secretariat At Via Designated Email On Or Before February 26, 2025 At 10:00 O’clock In The Morning. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 18. Bid Opening Shall Be On February 26, 2025 At 2:00 O’clock In The Afternoon At The Bac Conference Room, Beside Procurement Office, Caraga Regional Hospital, Rizal Street, Surigao City As Virtual / Electronic Bidding Via Zoom Platform. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend At The Address Above. Late Bids Shall Not Be Accepted Under Any Circumstances May It Cause. 8. Furthermore, The Standard Philippine Bidding Document (pbd) Is Form And Part Of This Invitation In Accordance To Ra 9184 And Other Applicable Laws, Rules And Policy. 9. The Crh 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 Section 41 Of Ra 9184 And Its Irr, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 10. The Opening And Receipt Of Bids Is Strictly Implemented Through Electronic Submission. Given The Covid-19 Pandemic, Procurement Activity Has Been Expedient And One Of This Is The Conduct Of Electronic Submission Of Bids. The Crh Thru The Bids And Awards Committee (bac) Has Submitted Certification, Certified By The Highest Official Managing The Information Technology, Describing The Electronic System Or Procedure To Be Used By The Crh For The Electronic Submission And Receipts Of Bids And A Statement That The Same Is Compliant With The Gppb Resolution No. 12-2020 Requirements. 11. Bidding Documents Shall Be Emailed To This Email Address, With Activated Password To: Crhbac2020@gmail.com. You May Deposit On Line For The Payment Of The Bidding Documents To This Account Below: Bank Name: Land Bank Of The Philippines Account Name: Caraga Regional Hospital-trust Fund Account Number: 0982 -1288 – 70 12. Furthermore Deposit Slip Shall Be Submitted Via Email To: Crhprocurement.bac@gmail.com 13. The Procuring Entity Will No Longer Accept Nor Entertain Any Form Of Bids Submission Except Electronic. Failure To Comply Electronic Submission Will Be Immediately Disqualified. Guideline On The Electronic Submission Is Hereby Attached. 14. Join The Caraga Regional Hospital Supplier Network By Filling Out The Registry Form From This Link : Https://bit.ly/crh_suppliersregistry 15. For Further Information, Please Inquire To: Bac Secretariat Caraga Regional Hospital. Rizal Street, Surigao City Tel. Nos. (086) 826-1575 Local 194 (086) 826-9058 Mobile Nos: Globe: 0953-9212-832 / Smart: 0985-0508-783 E-mail Address: Crhprocurement.bac@gmail.com Fb Page: Caraga Regional Hospital – Bids And Awards Committee Approved By: (sgd) Fermarie C. Dulpina, Rmt, Mpa, Jd Chief Health Program Officer Chairman, Bids And Awards Committee

Closing Date26 Feb 2025

Tender AmountPHP 4.7 Million (USD 81.7 K)

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