← All sections of PWD Maharashtra SSR 2022-23
| Code | Description | Unit | Rate |
|---|---|---|---|
| 53.01 | Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as SimplySupported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. Re 500 -8mm dia 160mm depth | nos | ₹ 243 |
| 53.02 | Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as SimplySupported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. Re 500 -10 mm dia 200mm depth | nos | ₹ 436 |
| 53.03 | Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as SimplySupported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. Re 500 -12 mm dia 240mm depth | nos | ₹ 541 |
| 53.04 | Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as SimplySupported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. Re 500 -16 mm dia 320mm depth | nos | ₹ 791 |
| 53.05 | Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as SimplySupported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. Re 500 -20 mm dia400mm depth | nos | ₹ 1,179 |
| 53.06 | Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as SimplySupported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. Re 500 -25mm dia 500mm depth | nos | ₹ 3,285 |
| 53.07 | Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as SimplySupported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. Re 500 -32mm dia 640mm depth | nos | ₹ 6,240 |
| 53.08 | Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as SimplySupported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. HY20 -8mm dia 160mm depth | nos | ₹ 218 |
| 53.09 | Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as SimplySupported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. HY200 -10 mm dia 200mm depth | nos | ₹ 392 |
| 53.10 | Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as SimplySupported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. HY200 -12 mm dia 240mm depth | nos | ₹ 480 |
| 53.11 | Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as SimplySupported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. HY200 -16 mm dia 320mm depth | nos | ₹ 663 |
| 53.12 | Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as SimplySupported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. HY200 -20 mm dia400mm depth | nos | ₹ 892 |
| 53.13 | Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as SimplySupported, Moment or Splice Connection as per EC2/TR 023 or relevant tested and accepted rebar guidelines. The chemical should have ETA approval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager/ design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. HY 200 -25mm dia 500mm depth | nos | ₹ 2,240 |
| 53.14 | Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, ofsizes rangingfromM8toM24.TheAnchorshould bethird partytested, possess ETA approval and should be pre-assembled with a galvanized bolt as per EN ISO 4042: 1999, ingenious expansion sleeve M10 and M16 (galvanized) and M8, M12, M20, M24 - Stainless Steel (EN ISO 4042: 1999), a nut of Strength Class 8 (EN ISO 20898-2:2012) and a galvanized washer (EN ISO 4042:1999). The anchor should be approved for use in Cracked Concrete. Anchor must be tested and approved as per Seismic C1 and C2 Category of TR045. ETA to have Fire Resistance values for up to 120 mins as per EOTA TR 020 and FM Approval (use in Pipe Hangers). Anchor shall be fixed at right embedment depth as per embedment mark and activated using Hilti AT Tool Module to ensure adequate torque as per manufacture’s torque tolerance published in ETA and same shall be documented and submitted to Project Manager at the time of inspection. Design ofAnchorshouldbedoneasper ETAG001 AnnexC andTR045 usingPROFIS Software as per actual load data and site conditions as provided by structural consultant and the report to be submitted to the project manager and design engineer for approval. Scanning before drilling to be done with Hilti PS Scanning tool to avoid rebar hits. stud anchor HST3 M8x95-30 | nos | ₹ 149 |
| 53.15 | Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, ofsizes rangingfromM8toM24.TheAnchorshould bethird partytested, possess ETA approval and should be pre-assembled with a galvanized bolt as per EN ISO 4042: 1999, ingenious expansion sleeve M10 and M16 (galvanized) and M8, M12, M20, M24 - Stainless Steel (EN ISO 4042: 1999), a nut of Strength Class 8 (EN ISO 20898-2:2012) and a galvanized washer (EN ISO 4042:1999). The anchor should be approved for use in Cracked Concrete. Anchor must be tested and approved as per Seismic C1 and C2 Category of TR045. ETA to have Fire Resistance values for up to 120 mins as per EOTA TR 020 and FM Approval (use in Pipe Hangers). Anchor shall be fixed at right embedment depth as perembedment markand activated using AT Tool Moduleto ensure adequate torque as per manufacture’s torque tolerance published in ETA and same shall be documented and submitted to Project Manager at the time of inspection. Design of AnchorshouldbedoneasperETAG 001Annex C and TR045 using PROFIS Software as per actual load data and site conditions as provided bystructural consultant and the report to be submitted to the project manager and design engineer for approval. Scanning before drilling to be done with PS Scanning tool to avoid rebar hits. stud anchor HST3 SS M8x95-30 | nos | ₹ 379 |
| 53.16 | Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, ofsizes rangingfromM8toM24.TheAnchorshould bethird partytested, possess ETA approval and should be pre-assembled with a galvanized bolt as per EN ISO 4042: 1999, ingenious expansion sleeve M10 and M16 (galvanized) and M8, M12, M20, M24 - Stainless Steel (EN ISO 4042: 1999), a nut of Strength Class 8 (EN ISO 20898-2:2012) and a galvanized washer (EN ISO 4042:1999). The anchor should be approved for use in Cracked Concrete. Anchor must be tested and approved as per Seismic C1 and C2 Category of TR045. ETA to have Fire Resistance values for up to 120 mins as per EOTA TR 020 and FM Approval (use in Pipe Hangers). Anchor shall be fixed at right embedment depth as perembedment markand activated using AT Tool Moduleto ensure adequate torque as per manufacture’s torque tolerance published in ETA and same shall be documented and submitted to Project Manager at the time of inspection. Design of AnchorshouldbedoneasperETAG 001Annex C and TR045 using PROFIS Software as per actual load data and site conditions as provided bystructural consultant and the report to be submitted to the project manager and design engineer for approval. Scanning before drilling to be done with PS Scanning tool to avoid rebar hits. stud anchor HST3 M10x110-30 | nos | ₹ 224 |
| 53.17 | Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, ofsizes rangingfromM8toM24.TheAnchorshould bethird partytested, possess ETA approval and should be pre-assembled with a galvanized bolt as per EN ISO 4042: 1999, ingenious expansion sleeve M10 and M16 (galvanized) and M8, M12, M20, M24 - Stainless Steel (EN ISO 4042: 1999), a nut of Strength Class 8 (EN ISO 20898-2:2012) and a galvanized washer (EN ISO 4042:1999). The anchor should be approved for use in Cracked Concrete. Anchor must be tested and approved as per Seismic C1 and C2 Category of TR045. ETA to have Fire Resistance values for up to 120 mins as per EOTA TR 020 and FM Approval (use in Pipe Hangers). Anchor shall be fixed at right embedment depth as perembedment markand activated using AT Tool Moduleto ensure adequate torque as per manufacture’s torque tolerance published in ETA and same shall be documented and submitted to Project Manager at the time of inspection. Design of AnchorshouldbedoneasperETAG 001Annex C and TR045 using PROFIS Software as per actual load data and site conditions as provided bystructural consultant and the report to be submitted to the project manager and design engineer for approval. Scanning before drilling to be done with PS Scanning tool to avoid rebar hits. studanchorHST3 SS M10x110-30 | nos | ₹ 467 |
| 53.18 | Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, ofsizes rangingfromM8toM24.TheAnchorshould bethird partytested, possess ETA approval and should be pre-assembled with a galvanized bolt as per EN ISO 4042: 1999, ingenious expansion sleeve M10 and M16 (galvanized) and M8, M12, M20, M24 - Stainless Steel (EN ISO 4042: 1999), a nut of Strength Class 8 (EN ISO 20898-2:2012) and a galvanized washer (EN ISO 4042:1999). The anchor should be approved for use in Cracked Concrete. Anchor must be tested and approved as per Seismic C1 and C2 Category of TR045. ETA to have Fire Resistance values for up to 120 mins as per EOTA TR 020 and FM Approval (use in Pipe Hangers). Anchor shall be fixed at right embedment depth as perembedment markand activated using AT Tool Moduleto ensure adequate torque as per manufacture’s torque tolerance published in ETA and same shall be documented and submitted to Project Manager at the time of inspection. Design of AnchorshouldbedoneasperETAG 001Annex C and TR045 using PROFIS Software as per actual load data and site conditions as provided bystructural consultant and the report to be submitted to the project manager and design engineer for approval. Scanning before drilling to be done with PS Scanning tool to avoid rebar hits. stud anchor HST3 M12x115-20 | nos | ₹ 238 |
| 53.19 | Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, ofsizes rangingfromM8toM24.TheAnchorshould bethird partytested, possess ETA approval and should be pre-assembled with a galvanized bolt as per EN ISO 4042: 1999, ingenious expansion sleeve M10 and M16 (galvanized) and M8, M12, M20, M24 - Stainless Steel (EN ISO 4042: 1999), a nut of Strength Class 8 (EN ISO 20898-2:2012) and a galvanized washer (EN ISO 4042:1999). The anchor should be approved for use in Cracked Concrete. Anchor must be tested and approved as per Seismic C1 and C2 Category of TR045. ETA to have Fire Resistance values for up to 120 mins as per EOTA TR 020 and FM Approval (use in Pipe Hangers). Anchor shall be fixed at right embedment depth as perembedment markand activated using AT Tool Moduleto ensure adequate torque as per manufacture’s torque tolerance published in ETA and same shall be documented and submitted to Project Manager at the time of inspection. Design of AnchorshouldbedoneasperETAG 001Annex C and TR045 using PROFIS Software as per actual load data and site conditions as provided bystructural consultant and the report to be submitted to the project manager and design engineer for approval. Scanning before drilling to be done with PS Scanning tool to avoid rebar hits. stud anchor HST3 SSM12 x 115-20 | nos | ₹ 716 |
| 53.20 | Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, ofsizes rangingfromM8toM24.TheAnchorshould bethird partytested, possess ETA approval and should be pre-assembled with a galvanized bolt as per EN ISO 4042: 1999, ingenious expansion sleeve M10 and M16 (galvanized) and M8, M12, M20, M24 - Stainless Steel (EN ISO 4042: 1999), a nut of Strength Class 8 (EN ISO 20898-2:2012) and a galvanized washer (EN ISO 4042:1999). The anchor should be approved for use in Cracked Concrete. Anchor must be tested and approved as per Seismic C1 and C2 Category of TR045. ETA to have Fire Resistance values for up to 120 mins as per EOTA TR 020 and FM Approval (use in Pipe Hangers). Anchor shall be fixed at right embedment depth as perembedment markand activated using AT Tool Moduleto ensure adequate torque as per manufacture’s torque tolerance published in ETA and same shall be documented and submitted to Project Manager at the time of inspection. Design of AnchorshouldbedoneasperETAG 001Annex C and TR045 using PROFIS Software as per actual load data and site conditions as provided bystructural consultant and the report to be submitted to the project manager and design engineer for approval. Scanning before drilling to be done with PS Scanning tool to avoid rebar hits. stud anchor HST3 SS M8x95-30 | nos | ₹ 464 |
| 53.21 | Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, ofsizes rangingfromM8toM24.TheAnchorshould bethird partytested, possess ETA approval and should be pre-assembled with a galvanized bolt as per EN ISO 4042: 1999, ingenious expansion sleeve M10 and M16 (galvanized) and M8, M12, M20, M24 - Stainless Steel (EN ISO 4042: 1999), a nut of Strength Class 8 (EN ISO 20898-2:2012) and a galvanized washer (EN ISO 4042:1999). The anchor should be approved for use in Cracked Concrete. Anchor must be tested and approved as per Seismic C1 and C2 Category of TR045. ETA to have Fire Resistance values for up to 120 mins as per EOTA TR 020 and FM Approval (use in Pipe Hangers). Anchor shall be fixed at right embedment depth as perembedment markand activated using AT Tool Moduleto ensure adequate torque as per manufacture’s torque tolerance published in ETA and same shall be documented and submitted to Project Manager at the time of inspection. Design of AnchorshouldbedoneasperETAG 001Annex C and TR045 using PROFIS Software as per actual load data and site conditions as provided bystructural consultant and the report to be submitted to the project manager and design engineer for approval. Scanning before drilling to be done with PS Scanning tool to avoid rebar hits. stud anchor HST3 SS M16x145-45 | nos | ₹ 1,112 |
| 53.22 | Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, ofsizes rangingfromM8toM24.TheAnchorshould bethird partytested, possess ETA approval and should be pre-assembled with a galvanized bolt as per EN ISO 4042: 1999, ingenious expansion sleeve M10 and M16 (galvanized) and M8, M12, M20, M24 - Stainless Steel (EN ISO 4042: 1999), a nut of Strength Class 8 (EN ISO 20898-2:2012) and a galvanized washer (EN ISO 4042:1999). The anchor should be approved for use in Cracked Concrete. Anchor must be tested and approved as per Seismic C1 and C2 Category of TR045. ETA to have Fire Resistance values for up to 120 mins as per EOTA TR 020 and FM Approval (use in Pipe Hangers). Anchor shall be fixed at right embedment depth as perembedment markand activated using AT Tool Moduleto ensure adequate torque as per manufacture’s torque tolerance published in ETA and same shall be documented and submitted to Project Manager at the time of inspection. Design of AnchorshouldbedoneasperETAG 001Annex C and TR045 using PROFIS Software as per actual load data and site conditions as provided bystructural consultant and the report to be submitted to the project manager and design engineer for approval. Scanning before drilling to be done with PS Scanning tool to avoid rebar hits. Safety stud anchor HST3 M20x170 | nos | ₹ 785 |
| 53.23 | Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, ofsizes rangingfromM8toM24.TheAnchorshould bethird partytested, possess ETA approval and should be pre-assembled with a galvanized bolt as per EN ISO 4042: 1999, ingenious expansion sleeve M10 and M16 (galvanized) and M8, M12, M20, M24 - Stainless Steel (EN ISO 4042: 1999), a nut of Strength Class 8 (EN ISO 20898-2:2012) and a galvanized washer (EN ISO 4042:1999). The anchor should be approved for use in Cracked Concrete. Anchor must be tested and approved as per Seismic C1 and C2 Category of TR045. ETA to have Fire Resistance values for up to 120 mins as per EOTA TR 020 and FM Approval (use in Pipe Hangers). Anchor shall be fixed at right embedment depth as perembedment markand activated using AT Tool Moduleto ensure adequate torque as per manufacture’s torque tolerance published in ETA and same shall be documented and submitted to Project Manager at the time of inspection. Design of AnchorshouldbedoneasperETAG 001Annex C and TR045 using PROFIS Software as per actual load data and site conditions as provided bystructural consultant and the report to be submitted to the project manager and design engineer for approval. Scanning before drilling to be done with PS Scanning tool to avoid rebar hits. stud anchor HST3 SS M20x170 | nos | ₹ 2,581 |
| 53.24 | Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, ofsizes rangingfromM8toM24.TheAnchorshould bethird partytested, possess ETA approval and should be pre-assembled with a galvanized bolt as per EN ISO 4042: 1999, ingenious expansion sleeve M10 and M16 (galvanized) and M8, M12, M20, M24 - Stainless Steel (EN ISO 4042: 1999), a nut of Strength Class 8 (EN ISO 20898-2:2012) and a galvanized washer (EN ISO 4042:1999). The anchor should be approved for use in Cracked Concrete. Anchor must be tested and approved as per Seismic C1 and C2 Category of TR045. ETA to have Fire Resistance values for up to 120 mins as per EOTA TR 020 and FM Approval (use in Pipe Hangers). Anchor shall be fixed at right embedment depth as perembedment markand activated using AT Tool Moduleto ensure adequate torque as per manufacture’s torque tolerance published in ETA and same shall be documented and submitted to Project Manager at the time of inspection. Design of AnchorshouldbedoneasperETAG 001Annex C and TR045 using PROFIS Software as per actual load data and site conditions as provided bystructural consultant and the report to be submitted to the project manager and design engineer for approval. Scanning before drilling to be done with PS Scanning tool to avoid rebar hits. stud anchor HST3 M24x200 30 | nos | ₹ 144 |
| 53.25 | Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, ofsizes rangingfromM8toM24.TheAnchorshould bethird partytested, possess ETA approval and should be pre-assembled with a galvanized bolt as per EN ISO 4042: 1999, ingenious expansion sleeve M10 and M16 (galvanized) and M8, M12, M20, M24 - Stainless Steel (EN ISO 4042: 1999), a nut of Strength Class 8 (EN ISO 20898-2:2012) and a galvanized washer (EN ISO 4042:1999). The anchor should be approved for use in Cracked Concrete. Anchor must be tested and approved as per Seismic C1 and C2 Category of TR045. ETA to have Fire Resistance values for up to 120 mins as per EOTA TR 020 and FM Approval (use in Pipe Hangers). Anchor shall be fixed at right embedment depth as perembedment markand activated using AT Tool Moduleto ensure adequate torque as per manufacture’s torque tolerance published in ETA and same shall be documented and submitted to Project Manager at the time of inspection. Design of AnchorshouldbedoneasperETAG 001Annex C and TR045 using PROFIS Software as per actual load data and site conditions as provided bystructural consultant and the report to be submitted to the project manager and design engineer for approval. Scanning before drilling to be done with PS Scanning tool to avoid rebar hits. stud anchor HST3 SS M24x200 30 | nos | ₹ 3,326 |
| 53.26 | Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Anchor comprises of HVU-2 flexible foil capsule that contains styrene free Urethane Methacrylate resin, hardener, quartz, sand/corundum and HAS-U threaded rod of minimum 5.8 steel grade, galvanized to minimum 5 microns. Anchor should be approved for cracked concrete, seismic & diamond drill holes. Manufacture should submit Anchor Design report based on design loads & other parameters as provided by consultants. Chemical anchors should be designed in accordance with EOTA-TR-029 “guidelines for anchorage of chemical anchors for use in concrete” for approval. Application at site should be done as per manufacturer guidelines. Any report submittal with Installation pictures should be done using CFS-DM Software, which shall be charged extra. Anchor HVU2+ HAS U M10X90-21 | nos | ₹ 390 |
| 53.27 | Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Anchor comprises of HVU-2 flexible foil capsule that contains styrene free Urethane Methacrylate resin, hardener, quartz, sand/corundum and HAS-U threaded rod of minimum 5.8 steel grade, galvanized to minimum 5 microns. Anchor should be approved for cracked concrete, seismic & diamond drill holes. Manufacture should submit Anchor Design report based on design loads & other parameters as provided by consultants. Chemical anchors should be designed in accordance with EOTA-TR-029 “guidelines for anchorage of chemical anchors for use in concrete” for approval. Application at site should be done as per manufacturer guidelines. Any report submittal with Installation pictures should be done using CFS-DM Software, which shall be charged extra. AnchorHVU2+ HAS U M12x110- 90 | nos | ₹ 584 |
| 53.28 | Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Anchor comprises of HVU-2 flexible foil capsule that contains styrene free Urethane Methacrylate resin, hardener, quartz, sand/corundum and HAS-U threaded rod of minimum 5.8 steel grade, galvanized to minimum 5 microns. Anchor should be approved for cracked concrete, seismic & diamond drill holes. Manufacture should submit Anchor Design report based on design loads & other parameters as provided by consultants. Chemical anchors should be designed in accordance with EOTA-TR-029 “guidelines for anchorage of chemical anchors for use in concrete” for approval. Application at site should be done as per manufacturer guidelines. Any report submittal with Installation pictures should be done using CFS-DM Software, which shall be charged extra. Anchor HVU2+ HAS U M16x125 | nos | ₹ 926 |
| 53.29 | Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Anchor comprises of HVU-2 flexible foil capsule that contains styrene free Urethane Methacrylate resin, hardener, quartz, sand/corundum and HAS-U threaded rod of minimum 5.8 steel grade, galvanized to minimum 5 microns. Anchor should be approved for cracked concrete, seismic & diamond drill holes. Manufacture should submit Anchor Design report based on design loads & other parameters as provided by consultants. Chemical anchors should be designed in accordance with EOTA-TR-029 “guidelines for anchorage of chemical anchors for use in concrete” for approval. Application at site should be done as per manufacturer guidelines. Any report submittal with Installation pictures should be done using CFS-DM Software, which shall be charged extra. Anchor HVU2+ HAS U M20x170 | nos | ₹ 1,561 |
| 53.30 | Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Anchor comprises of HVU-2 flexible foil capsule that contains styrene free Urethane Methacrylate resin, hardener, quartz, sand/corundum and HAS-U threaded rod of minimum 5.8 steel grade, galvanized to minimum 5 microns. Anchor should be approved for cracked concrete, seismic & diamond drill holes. Manufacture should submit Anchor Design report based on design loads & other parameters as provided by consultants. Chemical anchors should be designed in accordance with EOTA-TR-029 “guidelines for anchorage of chemical anchors for use in concrete” for approval. Application at site should be done as per manufacturer guidelines. Any report submittal with Installation pictures should be done using CFS-DM Software, which shall be charged extra. Anchor HVU2+ HAS U M24x300 | nos | ₹ 2,132 |
| 53.31 | Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Anchor comprises of HVU-2 flexible foil capsule that contains styrene free Urethane Methacrylate resin, hardener, quartz, sand/corundum and HAS-U threaded rod of minimum 5.8 steel grade, galvanized to minimum 5 microns. Anchor should be approved for cracked concrete, seismic & diamond drill holes. Manufacture should submit Anchor Design report based on design loads & other parameters as provided by consultants. Chemical anchors should be designed in accordance with EOTA-TR-029 “guidelines for anchorage of chemical anchors for use in concrete” for approval. Application at site should be done as per manufacturer guidelines. Any report submittal with Installation pictures should be done using CFS-DM Software, which shall be charged extra. Anchor HVU2+ HAS U M30 x 270 | nos | ₹ 6,300 |
| 53.32 | ACOUSTICAL WOODWOOL WALL PANELLING: Providing & fixing of 100% Natural Material- Magnesite (Hygroscopic & biologically sound binding agent) bonded woodwool Heradesign planks of 600Mm*1200Mm *25Mm thickness made out of wood wool fibre of width 1Mm Fiber thickness mixed with Natural water & Magnesite (No- Cement) with open & smooth surface texture, Weight of panel to be 11.3 Kg/m2. A Completly harmless Envirenment & Human Friendly & also a disposable or recyclable Material & can last for more than 80 Years in building interiors As it has long lifespan & suitable for Indoor conditions with relative air humidity of upto 90%. Magnesite protects the wood cells against ageing & fungal attack. To achive upto NRC=1.00 it should be a clear gap of 200Mm from wall slab along with the backing of Mineral wool of 50mm thick with 64 kg/m3 density. Ecologically Sound Material with high mechanical strength with Crash test of 90Km/H with Ball Impact Test DIN18032 & EN13964 with flying colors & A sustainable material (PEFC & FSC Certified) along with EPD Certified Acc. to EN ISO 14025 (AUB-Envirenmental Product declaration). Manufacturing tolerance for nominal size: Length, Width & Thickness ± 1 mm, & In a Standard Climate of 23° C and 50% rel. humidity. FIXING & SUBSTRUCTURE: Impact Resitant According to DIN- 18023 or EN13964 to be Fixed on CD Sections Profile framework with Screw 9Pc/Panel & Centre Distance Support of 300Mm & Centre distance of Cross Profile would be at 600Mm & Main Profile at 900Mm CD Profile is made out of GI( Sections Profile 60/27/0.6Mm-0.6MmThick x 60Mm Width x 0.27Mm height). The Main Profile is in the legth of 3000Mm & to form a section of 600mm x 1200mm. Heradesign Superfine panels to be fixed on the wall with a minimum of 200Mm void or gap with Galvanized screws of length 50Mm & Dia 4.5Mm with a backing of Mineral Wool of density 64kg/m3 density (50mm thick).Colour Of Panels: NATURAL BEIGE, Can be Painted to the desired colour (Any- RAL, NCS or StoColor Shades) using water based color by Spray method prior to installation. FIRE CLASS as per EN 13501-1:B –s1, d0. Test Certificates to be submitted. | sqm | ₹ 6,585 |
| 53.33 | ACOUSTICAL WOODWOOL FALSE CEILING: Providing & fixing of 100% Natural Material-Magnesite(Hygroscopic &biologicallysoundbinding agent)bonded woodwool Heradesign planks of 600Mm*1200Mm *25Mm thickness made out of wood wool fiber of width 1Mm Fiber thickness mixed with Natural water & Magnesite (No-Cement) with open & smooth surface texture, Weight of panel to be 11.3 Kg/m2. A Completely harmless Environment & Human Friendly & also a disposable or recyclable Material & can last for more than 80 Years in building interiors As it has long lifespan & suitable for Indoor conditions with relative air humidity of upto 90%. Magnesite protects the wood cells against ageing & fungal attack. To achieve upto NRC=1.00 it should be a clear gap of 200Mm from wall slab along with the backing of Mineral wool of 50mm thick with 64 kg/m3 density.EcologicallySoundMaterialwithhighmechanicalstrengthwithCrash test of 90Km/H with Ball Impact Test DIN18032 & EN13964 with flying colors & A sustainable material (PEFC & FSC Certified) along with EPD Certified Acc. to EN ISO 14025 (AUB-Environmental Product declaration). Manufacturing tolerance for nominal size: Length, Width & Thickness ± 1mm, &In aStandard Climateof 23°C and50% rel. humidity. FIXING & SUBSTRUCTURE: Impact Resistant According to DIN-18023 or EN13964 to be Fixed on CD Sections Profile framework with Screw 9Pc/Panel & Centre Distance Support of 300Mm & Centre distance of Cross Profile would be at 600Mm & Main Profile at 900Mm CD Profile is made out of GI( Sections Profile 60/27/0.6Mm- 0.6MmThick x 60Mm Width x 0.27Mm height). The Main Profile is in the length of 3000mm & to form a section of 600mm x 1200mm. The CD Profile is to be suspended from soffit with the help of nonius hanger at a center distance of 900mm. UD Profile 28/27/0.6mm to be fixed on wall at theperimeter ofthe wall.If themain CDprofile needs toextended, it needsto beconnected withCD profileconnector 60/27.The CDprofiles to be connected to each other at the intersection by CD cross connector. Heradesign Superfine panels to be fixed to the ceiling with a minimum of 200mm void or gap with Galvanized screws of length 50Mm & Dia 4.5Mm with a backing of Mineral Wool of density 64kg/m3 density (50mm thick). Colour pf Panels: NATURAL BEIGE, Can be Painted to the desired colour (Any- RAL, NCS or StoColor Shades) using water based color by Spray method prior to installation. FIRE CLASS as per EN 13501-1:B –s1, d0. | sqm | ₹ 7,632 |
| 53.34 | METAL FALSE CEILING WITHOUT SUSPENSION SUPPORT FROM TRUE CEILING: Providing & fixing horizontal level suspended metal ceilings comprising of Metalworks F-H 600 Hook-on corridor system manufactured by Armstrong Ceiling Solutions with Rectangularpanels madeof 0.7mmthick Galvanised Steel (GI)of 120gsm, post coated to Global White colour, suitable for Interior applications and architectural finishes, double grid concealed system and butt joint panels. The panel width shall be 300mm, length ranging from 1500mm to 2660mm. General Specifications:Entire system to be designed for Interior applications, and concealed Grid, Butt joint panels. Panel Specifications: Material: The F-H 600 rectangular Hook-on panels to be made of galvanized steel (GI) of minimum 120gsm hot dipped galvanization (both sides included) as per IS 277 (2003), zero or minimum spangled, in minimum base material thickness of 0.7mm asper inIS:513 (1994).Dimensions: Thepanel Length varies between1500mm to 2660mm, panel Width shall be 300mm. The dimensional tolerances for length shall be ±1.0m up to 1000mm L; ±1.5mm between 1001 to 2000mm L; ±2.0mm between 2001 to 3000mm L. The dimensional tolerances for width shall be ±0.5m up to 300mm W. Dimensional Tolerances for panel Thickness / panel width / panel length - to be measured in accordance with TAIM standards. Edge detail: the panels shall ha+A3ve Square Edge, with a 3mm(W) x 8mm(H) black foam gasket glued at the edges, typically on one long and one short side. All adjacent panels shall touch each other forming a butt joint and concealed grid visuals. Upturns: The short side of the panel shall have vertical upturns of minimum 30mm (H) and shall be bent appropriately bent as per the manufacturer’s specifications for providing hook-on ends. The long side shall have inside horizontal bends of 5-15mm for rigidityand vertical upturns of 40mm (for length ranging from 1251- 2660mm). Surface Finish: Plain: The panels shall be in plain unperforated finish (without any acoustical backing / felt). Colour and finishes: The panel surface shall be electrostatically powder coated (post coat) on visible side after mechanical production, using RoHS compliant powder, to achieve coating thickness ranging from 60-80µ and architectural quality finish. The powder coating shall pass Salt Spray Test for 750 Hours as per ASTM B117, QUV –A Test for 1000hours as per ASTM G-154 – (Cycle – 1) and Humidity test for 1000hours as per DIN 50017, 250 hours of condensation test (as per Installation Specifications: Primary and secondaryrunners Installation: U-Profiles, spaced at 1200mm, to be suspended from ceiling using clamping brackets and threaded rods OR hanger wires. Hanger wires must be wrapped tightly with 3 full wraps. The J-Bars (directional) shall intersect the U-profile at 90° at every module dictated by the panel length. The J-Bar is connected to the U-profile with a J-Bar hanger and secured to the matching square U-Profile slots using plug-in clips. Self-tapping screws to be used when square U-Profile slots do not match the hangers. The U-profiles and J-Bars be fastened to two adjacent walls using the wall anchor and bolts. U-Profiles and J-bars to be at a maximum distance of 450mm (max.) to a perimeter wall or outside edge of a floating module. To join two pieces of continuous U-profiles and J-Bars, a U-Profile splice and J- Bar splice to be used respectively. Panel Installation:Fullsizemetalworks R-H200 panels (directional) to be hooked on to the J-Bars (in accordance with the shop drawings) along the short side (typical) to cover the span / width of the corridor. Field-cut Panels: Perimeter panels that require field cutting to fit on a wall trim option must have a minimum of 12mm edge resting on the horizontal surface of the wall moldings. Wall Moldings: 19x19 wall angle to be fastened to the perimeter using screws, at every450mm to 600mm L. Warranty: The Tile & Grid system used together shall carry a 10 year warranty against manufacturing defect and manufacturer shall provide a warranty certificate. The Tile & Grid shall have the manufacturers name embossed/printed on it. The supply shall be backed by a Manufacturing Test Certificate. | sqm | ₹ 6,511 |
| 53.36 | METAL OPEN CELL CEILING: Providing & fixing horizontal level Open cell Aluminium lay-in ceiling tiles with border panels forming board edge of size 600x600x38mm (Nominal) having cell size of 100x100mm made of AA-3003-H14 (Tempered) grade Aluminium suitable for architectural finishes in 0.35mm thickness as per in IS:2676 (1981) in Global white color. The tile shall be electrostatically polyester powder coated using RoHS compliant powder having coating thickness ranging from 60- 80 microns. The powder coating shall pass Salt Spray Test for 750 hours as per ASTM B117, QUV –A Test for 1000 hours as per ASTM G-154 – (Cycle – 1) and Humidity test for 1000 hours as per DIN 50017. The powder coating shall have an adhesion of GT0 as per EN ISO 2409. The shade variation across batches shall be delta E<1 using Excite/BYK Gardnerinstrument andgloss level of25±5% at 60˚ asper ASTM D523. Tile shall have aFire Performanceclass Aas perGB 8624-2012.SUSPENSION: Thetile shall be laid on 15 mm wide T - section flanges colour global white (matching to tile colour) having double stroke rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm (all sections). The deflection loading of the system shall be 12.5 kg/m2 (as per standard installation layout mentioned below) and main beam tested as per ASTM C635 (Deflection limit less than L/360) with a deflection loading of 15kg/m. The end details of the cross tee shall be made of pre hardened steel clip fixed to the ends of the cross tee to provide double locking between “cross tee to cross tee” and “cross tee to main beam”. All main beam to main beam and cross tee to cross tee connection shall have a pull out strength of more than 100kg. The T Sections shall be made of hot dipped galvanized steel 90 gsm and pre-painted steel with baked polyester paint of 0T bending capability., The Tile & Grid system used together shall carry a 10 year warranty against manufacturing defect and manufacturer shall provide a warrantycertificate. The Tile& Gridshall havethe manufacturers name embossed/printed on it. The supply shall be backed by a Manufacturing Test Certificate. INSTALLATION: To comprise main runner spaced at 1200mm securely fixed to the structural soffit using suspension system (specifications below) at 1200mm maximum. The First/Last suspension system at the end of each main runner shall not be greater than 450mm from the adjacent wall along with the first and the last main beam shall be at less than 600mm | sqm | ₹ 3,530 |
| 53.37 | ACOUSTICAL GLASS FIBRE FALSE CEILING BLADES: Providing and Fixing Acoustical blade which are 40 mm thick, flat glass fibre panels with Humidity Resistance RH 90%, with factory fitted embedded metal insert with ¼” – 20 threading for fixing cableadjusterforhangingapplication. Acousticalbladesshallhave sizes of 200x1200mm, 200x1600mm, 400x1200mm, 400x1600mm, 400x1800mm, 500x1200mm or 500x1600mm with both side laminated scrim finished with uniform water based paint on all surface (including edges). Acoustical performance of 0.65 NRC(for 400mm high x 40mm thick baffles with 400mm on centre distance and overall depth of construction 1000mm) as per ASTM C-423 (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) in standard White color with Light reflectance 87% or in the color specified by the Architect (Shell / Tangerine / Cranberry / Moss / Kiwi / Reef / Lagoon), Fire Performance Class B2 – s1, d0 as per EN 13501-1.The blade shall be made of Glass fibre panel with density of 110-120 Kg/ m3. SUSPENSION: The panel shall be hung using hanging kit comprising of griper structure anchor & cap of dia 20mm, spring loaded bottom end cable adjuster of dia. 9mm and 2.4m long aircraft cable of 1/16” dia. The Blade along with suspension system shall carry a 1 year warranty against manufacturing defect and manufacturer shall provide a warranty certificate. The supply shall be backed by a Manufacturing Test Certificate. (cid:10) Suspension System Details Components 1) Griper structure anchor 2) Gripper anchor cap 3) Cable adjuster 4) Aircraft Cable Cable adjuster Spring loaded bottom end cable adjuster of dia. 9mm and 45mm long Aircraft cable Material Galvanized Steel Aircraft cable dimension 1/16” Ø x 2.4m Tolerance ±1mm. INSTALLATION: Hanger Wire Attachment to Structure: Attach the gripper structure anchor to the structure with an appropriatefastener(1/4"-20Threading)that willcarrythefullweight oftheblades. Insert the end of the cable into the gripper anchor cap. Screw the gripper anchor cap completely into the gripper structure anchor. Insert Suspension Cables: The panel is to be suspended using the aircraft cables which are suspended from the soffit using the gripper structure anchors and its other end passing through the bottom end cable adjuster. The height & level of the panels can be adjusted using the bottom end cable adjusters. Suspension of Blade: Locate the two factory fitted female inserts on the blades. Suspend the Blades by screwing the bottom end of the cable adjuster into the female inserts. Installation should be carried out as per Manufacturer recommended procedure. | sqm | ₹ 17,457 |
| 53.38 | ACOUSTICALGLASS FIBRE FALSE CEILINGCLOUDS &SHAPES:Providing and Fixing Acoustical Clouds/Shapes - Acoustical clouds which are 30 mm thick, flat glass fibre panels of Humidity Resistance RH 95%, with embedded frame made of aluminium extruded section of 38X10mm of grade 6063-T6 as per dimension mentioned in below table for reinforcement and secured hanging. Embedded extrusion shall have grub slot with pre inserted nut for group hanging and connected using Aluminium die casted corner connectorwith¼”–20threading forhangingusingcableadjuster forindependent clouds. The form of Acoustical Clouds/Shapes - shall be Square / Convex / Concave / Circle / Hexagon / Trapezoid / Parallelogram (Left & Right) / Rectangle (Small & Large) in standard Traffic White color with light reflectance 90% as per ASTM 1477-98 or in the color specified bytheArchitect / Engineer incharge (Shell/ Tangerine/ Cranberry/ Moss / Kiwi / Reef / Lagoon). The Acoustical Clouds/Shapes shall be made of Glass fibre panel with density of 110-120 Kgs/m3 along with acoustical sound absorbing scrim on the face to achieve sound absorption as per below mentioned table in accordance to EN ISO 354:2003 (average of 500-4000Hz). The face and edges shall be finished with matching water based texture paint. Shape Nominal Size and Sound Absorption – Metric Sabin 1. Square 1170x1170mm - 2.48 Metric Sabin 2. Convex 1170x1140mm 2.28 Metric Sabin 3.Concave1170x1140mm1.94 MetricSabin 4.Circle 1170Dia. 2.12Metric Sabin 5. Hexagon 1170x1010mm 1.61 Metric Sabin 6. Trapezoid 1170x1170mm 2.15 Metric Sabin 7. Left Parallelogram 1170x1170mm 2.15 Metric Sabin 8. Right Parallelogram 1170x1170mm 2.15 Metric Sabin.The panel shall be hung as per the following based on the installation. Individual Suspension - The panel shall be hung using deck hanging kit comprising ofgriperstructureanchor&capofdia.20mm,spring loadedbottomend cable adjuster of dia. 9mm and 2.4m long aircraft cable of 1/16” dia. The One Number of deck hanger will be as per Table 1 above. (cid:10) The Acoustical Clouds/Shapes shall carry a 1 year warranty against manufacturing defect and supported by a manufacturer warranty certificate. The supply shall be backed by a Manufacturing Test Certificate. Suspension System Details Components 1) Griper structure anchor, 2) Gripper anchor cap 3) Cable adjuster 4) Aircraft Cable Cable adjuster Spring loaded bottom end cable adjuster of dia. 9mm and 45mm long Aircraft cable Material Galvanized Steel Aircraft cable dimension 1/16” Ø x 2.4m Tolerance ±1mm INSTALLATION: Individual Suspension. The panels to be suspended individually using the Acoustical Clouds/Shapes Deckhanging kit as perthe OneNumber specified in above Table 1. Hanger Wire Attachment to Structure: Attach the gripper structure anchor to the true ceiling using an appropriate fastener (1/4"-20 Threading) that will carry the full weight of the panels. Insert the end of the cable into the gripper anchor cap. Screw the gripper anchor capcompletelyintothe gripperstructure anchor.Thepanel tobe suspended using the aircraft cables from the soffit by fixing the cap end of the cable to gripper structure anchors and the other end passing through the bottom end cable adjuster. The height & level of the panels can be adjusted using the bottom end cable adjusters.Suspend the Acoustical Clouds/Shapes by locating and screwing the bottom end of the cable adjuster into the threading of the connector. The height & level of the panels can be adjusted using the bottom end cable adjusters. | sqm | ₹ 17,751 |
| 53.39 | CUSTOM PRINTED ACOUSTICAL FALSE CEILING:Providing & Fixing of Custom color Printed Mineral Fibre Acoustical Suspended Ceiling System with 19mm thick Microlook 90 Edge Tiles with 15mm face exposed grid. The tiles shall have smooth bright laminated visual with Humidity Resistance (RH) of 99%, NRC 0.7 (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM C423 standard,CAC of41db asper ASTM E1414, Light Reflectance ≥87%as per ASTM E-1477, Thermal Conductivity k = 0.045 - 0.048 W/mK, Colour Global White, Fire Performance of Class 0/1 as per BS 476 Part6/7 and Class Aas per ASTM E 84 with 19mm Square Tegular/Microlook 90˚ edge and 8mm drop in module size of 600 x 600mm. The scrim on the face of the tile shall be cleanable, soil and scratch resistant and having superior scrub-ability (Gardner Test). The tiles shall be classified as ISO 14644-1 cleanroom class 5. The tile shall have a rating of 8 or above for tests conducted for Resistance to growth of Mold in accordance to ASTM D3273. It shall be suitable for Green Building application, with Recycled content of 36%. The tile shall have certifications from GRIHA and GreenPro thereby confirming that it is an environment friendly product. SUSPENSION: The tile shall be laid on with 15 mm wide T - section flanges colour global white (matching to tile color) having roll formed double stroke rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm (all sections). The deflection loading of the system shall be 12.5 kg/m2 (as per standard installation layout mentioned below) and main beam tested as per ASTM C635 (Deflection limit less than L/360) with a deflection loading of 15kg/m. The end details of the cross tee shall be made of pre hardened steel and fixed to the ends of the cross tee to provide double locking between “cross tee to cross tee” and “cross tee to main beam”. All main beam to main beam and cross tee to cross tee connection shall have a pull out strength of more than 100kg. The T Sections shall be made of hot dipped galvanized steelof 90gsm asper IS 277 (2003)and pre-painted steel withbaked polyester paint with 0T bending capability. All border cross tee/main beam shall be levelled using perimeter fill. INSTALLATION: To comprise main runner spaced at 1200mm securely fixed to the structural soffit using suspension system (specifications above) at 1200mm maximum. The First/Last suspension system at the end of each main runner shall not be greater than 450mm from the adjacent wall along with the first and the last main beam shall be at less than 600mm from the wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees. Perimeter trim to be wall angles of size 3000x19x19mm, secured to walls using screws at 450mm centre to centre maximum. Installation shall be carried out as per Manufacturer recommended procedure. SUSPENSION SYSTEM accessories suppliedbyManufacturer consisting of M6 Anchor Fasteners with hanger hole, pre-straightened hanger wire of dia – 2.5 mm of 1.80 m length having a tensile strength of 344-413 MPa and a minimum loading strength of 110 kgs. (Optionally, adjustable hook clips made of 0.7mm thick Grade 1 C55 galvanized spring steel ofdimension 100x 20mmand 4mm aquilinewire to be used for level adjustment during installation purpose in main runners).. | sqm | ₹ 7,410 |
| 53.40 | PRIVIDING AND FIXING METAL WALL PANELLING: W-H 1100 Hook-on wall cladding system manufactured by Armstrong Ceiling Solutions with Rectangular panels made of 1.0mm thick Galvanised Steel (GI) of 120gsm, post coated to wood grain finish, suitable for Interior applications and architectural finishes, wall mounted concealed grid system and butt joint panels. The panel width shall be 495mm, length ranging from 300mm to 1195mm. General Specifications: Entire system to be designed in accordance with EN 13964 and TAIM e.V. quality guidelines suitable for Green Building Application for Interior applications, and concealed Grid, Butt joint panels.Panel Specifications: Material: The W- H 1100 rectangular Hook-on panels to be made of galvanized steel (GI) of minimum 120gsm hot dipped galvanization (both sides included) as per IS 277 (2003), zero or minimumspangled,inminimumbasematerialthickness of1.0mm asper inIS:513 (1994) Dimensions: The panel Length varies between 300mm to 1195mm, panel Width is 495mm. The dimensional tolerances for length shall be ±1.0m up to 1000mm L; ±2.0mm between 1001 to 2000mm L;. The dimensional tolerances for width shall be ±0.75mup to 600mm W;. Dimensional Tolerances for panel Thickness / panel width / panel length - to be measured in accordance with TAIM standards. Edge detail: The panels shall have Square Edge, with a 5mm(W) x 8mm(H) black foam gasket glued at the edges, typically on one long and one short side. All adjacent panels shall touch each other forming a butt joint and concealed grid visuals. Upturns: The hook side of the panel shall have vertical upturns of minimum 30mm (H) and shall be bent appropriately bent as per the manufacturer’s specifications for providing hook-on ends. The long side shall have inside horizontal bends of around 10mm for rigidity and vertical upturns of 30mm.Surface Finish: Plain / Perforated: The panels shall be in plain or perforated finish with acoustical backing / felt. Colour and finishes: The panel surface shall be electrostatically powder coated (post coat) on visible side after mechanical production, using RoHS compliant powder, to achieve coating thickness ranging from 60-100µ and architectural quality finish. The shade variation across batches shall be delta E (∆e) <1 measured using Excite/BYK Gardner instrument and gloss level of25±5% at 60˚ asper ASTM D523. The shade to be White or std wood grain as approved by the Architect or Engineer-in-charge. | sqm | ₹ 12,770 |
| 53.41 | PRIVIDING AND FIXING MODULAR ACOUCTICAL WOODEN WALL PANELLING: Of nominal width 100 / 150mm, having 80mm wide panel with 20mm reveal having a thickness of 15mm thickness and length 2400 mm. The panel shall be made of a Moisture resistant fibre board substrate having a minimum density of 595 Kg/m3 with a laminated facing as per the approved shade (Portland Maple, Sea Beech, Siam Wood & Mystique Walnut) and a melamine balancing layer on the reverse side. The panel shall have 0.7mm PVC edge banding along the length side with a similar finish as that of the face. The back of the panel shall have a black acoustic felt to cover the reveal of 20mm to attain an NRC of 0.4 for 150mm. / 0.5 for 100mm. module (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM C423. The panels shall provide a Humidity Resistance (RH) of 70% with camber limit less than 1mm/1000mm and bow less than 1mm/300mm. The back of the panels shall be profile-grooved to receive 3600mm special main beam carrier with integrated factory fitted clips for installation. SUSPENSION: The panels shall be upward mounted on 24 mm wide T - section flanges having rotary stitching along the length of the beam with a web height of 43mm. The Main Beam shall have integrated (factoryfitted) locking clips installed at 100 / 150mm centre to centre distance. The deflection loading of the main beam tested as per ASTM C635 (Deflection limit less than L/360) shall be at least 21.4kg/m. The end details of the main beam shall be made of pre hardened steel and fixed to the ends with 3 point fixing. All main beam to main beam connection shall have a pull out strength of more than 100kg. The T Sections shall be made of hot dipped galvanized steel of 100 gsm as per IS 277 (2003) and pre-painted steel with baked polyester paint with 0T bending capability. Installation should be carried out as per Manufacturer recommended procedure. The grid shall be installed with suspension system of Manufacturer make. Thepanel&grid systemused togethershall carrya 1year warrantyagainst manufacturing defect and manufacturer shall provide a warranty certificate. The panel & grid shall have the manufacturers name embossed/printed on itself. The supply shall be backed by a Manufacturer Test Certificate. CEILING INSTALLATION: Perimeter trim to be wall angles of size 3000x19x19mm, secured to walls at 450 mm maximum centre to centre. Mount the wall angle around perimeter at desired height. Install the main beam with factoryfitted locking clipat alevel 16mmabove thewall angle level. Main beam to be supported from the structure with 1st suspension not more than 300mm from the wall and distance between suspensions to be less than 900mm centre to centre. Each main beam are to be place at 600mm centre to centre with the 1st main beam at not more than 100mm from the wall. Install the panels one-by-one by inserting the profile-groove at the back of the panel in the clips fitted on the main beam. Use a wood splice accessory provided by Manufacturer to join planks. Continue installing rows of planks till the actual length/width is achieved. Place the border panels on the wall angles for a finished visual. Finish the edges usingthe edgebanding tapeto coverthe cut edge of the panel provided by Manufacturer. SUSPENSION SYSTEM accessories manufactured and supplied by Manufacturer consisting of M6 Anchor Fasteners with hanger hole, pre straightened Hanger wire of dia – 2.5 mm of 1.80 m length having a tensile strength of 344-413 MPa and a minimum loading strength of 110 kgs. Additionally, adjustable hook clips made of 0.7mm thick Grade 1 C55 galvanized spring steel ofdimension 100x 20mmand 4mm aquilinewire to be used for level adjustment during installation purpose in main runners. WALL INSTALLATION: An appropriate vapour barrier (by others) shall be applied/installed on the vertical surface before the installation to properly seal against entry of any moisture. Vapour barrier (by others) shall be installed as per Manufacturer’s recommendation. Install wooden battens (provided by others) of section 50x50mm or as approved bythe Architect on the solid wall horizontallyusing screwsand plugsat spacing of 600mm centre to centre in plumb line & level. Install the main beam with factoryfitted locking clips to the battens using rigid mounting clip. Main beam to be fixed to the batten with 1st rigid mounting clip not more than 300mm from the perimeter and distance between the clips to be less than 900mm c/c. Each main beam are to be place at 600mm centre to centre with the 1st main beam at not more than 100mm from the perimeter. Install the panels one-by-one byinserting the profile groove at the back of the panel in the clips fitted on the main beam. Use wood splice accessory provided by Manufacturer to join planks. Continue installing rows of planks till the actual length/width is achieved. Finish the edges using the edge banding tape to cover the cut edge of the panel provided by Manufacturer. FACETED/CURVED INSTALLATION: Perimeter trim to be wall angles of size 3000x19x19mm, secured to walls at 450 mm maximum centre to centre. Mount the wall angle around perimeter at desired height. Install the main beam with factoryfitted locking clip at a level 16mm above the wall angle level. Main beam to be supported from the structure with 1st suspension not more than 300mm from the wall and distance between suspensions to be less than 900mm centre to centre. Each main beam are to be place at 600mmcentretocentrewiththe1st mainbeam at not morethan 100mmfrom thewall An appropriate vapour barrier (by others) shall be applied/installed on the vertical surface before the installation to properly seal against entry of any moisture. Vapour barrier (by others) shall be installed as per Manufacturer’s recommendation. Install wooden battens (provided by others) of section 50x50mm or as approved by the Architect on the solid wall horizontallyusing screws and plugs at spacing of 600mm centre-to-centre in plumbline & level. To bend the carrier directly, a curve, as specified by the Architect, should be drawn on an appropriate background material like plywood. Carrier should be partially cut and fixed with faceted joining clip provided by Manufacturer to maintain the curve. Ceiling side of the carrier should be suspended by hanger wire in continuation with the ceiling carriers. These carriers should be installed vertically on the wall spaced at 600mm centre to centre. Install the panels one-by-one by inserting the profile-groove at the back of the panel in the clips fitted on the main beam. Use wood splice accessory provided by Manufacturertojoinplanks.Continueinstalling rowsof planks till theactual length/width is achieved. Finish the edges using the Edge banding tape to cover the cut edge of the panel provided by Manufacturer. | sqm | ₹ 10,884 |
| 53.42 | PRIVIDING AND FIXING ANTIMICROBIAL ACOUSTICAL FALSE CEILING: Bioguard MineralFibreAcousticalSuspendedCeiling Systemwith19mmthick Acoustics Microlook 90 Edge Tiles with 15mm face exposed grid. The tiles shall have smooth bright laminated visual with Humidity Resistance (RH) of 99%, NRC 0.7 (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM C423 standard,CAC of41db asper ASTM E1414, Light Reflectance ≥87%as per ASTM E-1477, Thermal Conductivity k = 0.052 - 0.057 W/mK, Colour Global White, Fire Performance ofClass 0/1as perBS 476Part6/7 andClass Aas perASTM E84 with 19mm Square Tegular/Microlook 90˚ edge and 8mm drop in module size of 600 x 600mm./ 600x1200mm. The scrim on the face of the tile shall be cleanable, washable up to 500 cycle as per ASTM D-4828 and resistant to disinfectants. The tile shall be treated with Anti Microbial coating on the face of the tile to achieve cleanroom classification of class 5 (Class 100) as per ISO 14644-1 and suitable for zone 4 area having partical emission under normal conditions of ISO 5, Decontamination Class of CP10 and Bacteriological Cleanliness Class B1 for specific strains as per NF S 90-35:2003 The tile shall have a rating of 8 or above (face) for tests conducted for Resistance to growth of Mold in accordance to ASTM D3273. It shall be suitable for Green Building application, with Recycled content of 35% having VOC and Formaldehyde emission rate less than 0.1mg/m2/hr. The tile shall have certifications from GRIHA and GreenPro thereby confirming that it is an environment friendly product. SUSPENSION: The tile shall be laid on 15 mm wideT -section flangescolour globalwhite (matching to tilecolor) having rollformed double strokerotarystitching on allT sections i.e. theMain Runner,1200 mm & 600 mm Cross Tees with a web height of 38mm (all sections). The deflection loading of the system shall be 12.5 kg/m2 (as per standard installation layout mentioned below) and main beam tested as per ASTM C635 (Deflection limit less than L/360) with a deflection loading of 15kg/m. The end details of the cross tee shall be made of pre hardened steel and fixed to the ends of the cross tee to provide double locking between “cross tee to cross tee” and “cross tee to main beam”. All main beam to main beam and cross tee to cross tee connection shall have a pull out strength of more than 100kg. The T Sections shall be made of hot dipped galvanized steelof 90gsm asper IS 277 (2003)and pre-painted steel withbaked polyester paint with 0T bending capability. All border cross tee/main beam shall be levelled using perimeter fill. INSTALLATION: To comprise main runner spaced at 1200mm securely fixed to the structural soffit using suspension system (specifications above) at 1200mm maximum. The First/Last suspension system at the end of each main runner shall not be greater than 450mm from the adjacent wall along with the first and the last main beam shall be at less than 600mm from the wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees. Perimeter trim to be wall angles of size 3000x19x19mm, secured to walls using screws at 450mm centre to centre maximum. Installation shall be carried out as per Manufacturer recommended procedure. SUSPENSION SYSTEM accessories supplied by Manufacturer consisting of M6 Anchor Fasteners with hanger hole, pre-straightened hanger wire of dia – 2.5 mm of 1.80 m length having a tensile strength of 344-413 MPa and a minimum loading strength of 110 kgs. (Optionally, adjustable hook clips made of 0.7mm thick Grade 1 C55 galvanized spring steel ofdimension 100x 20mmand 4mm aquilinewire to be used for level adjustment during installation purpose in main runners). | sqm | ₹ 2,998 |
| 53.43 | PRIVIDING AND FIXING ACOUSTICAL FALSE CEILING WITH 0.7 NRC: Sierra Mineral Fibre Acoustical Suspended Ceiling System with 13mm thick Microlook Edge Tiles with 15mm face exposed grid. The tiles shall have smooth laminated salt pepper visualwithHumidityResistance(RH)of95%,NRC 0.7(Average valueof AbsorptionCo- efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM C423 standard, CAC of 28db as per ASTM E1414, Light Reflectance ≥85% as per ASTM E- 1477, Thermal Conductivity λ = 0.037W/mK, Colour Global White, Fire Performance of class A2-s1, d0 according to EN 13501-1 with 13mm Microlook edge and 8mm drop in modulesizeof600x600mm.Thescrimonthefaceofthetile shallbe cleanable.The tiles shall be classified as ISO 14644-1 cleanroom class 5. It shall be suitable for Green Building application, with Recycled content of 60%. The tile shall have certifications from GRIHA and GreenPro therebyconfirming that it is an environment friendlyproduct. SUSPENSION: The tile shall be laid on 15 mm wide T - section flanges colour global white (matching to tile color) having roll formed double stroke rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm (all sections). The deflection loading of the system shall be 12.5 kg/m2 (as per standard installation layout mentioned below) and main beam tested as per ASTM C635 (Deflection limit less than L/360) with a deflection loading of 15kg/m. The end details of the cross tee shall be made of pre hardened steel and fixed to the ends of the cross tee to provide double locking between “cross tee to cross tee” and “cross tee to main beam”. All main beam to main beam and cross tee to cross tee connection shall have a pull out strength of more than 100kg. The T Sections shall be made of hot dipped galvanized steel of 90 gsm as per IS 277 (2003) and pre-painted steel with baked polyester paint with 0T bending capability. All border cross tee/main beam shall be levelled using perimeter fill. The Tile & Grid system used together shall carry a 10 year warranty against manufacturing defect and manufacturer shall provide a warranty certificate. The Tile & Grid shall have the manufacturers name embossed/printed on it. The supply shall be backed by a Manufacturing Test Certificate. INSTALLATION: To comprise main runner spaced at 1200mm securely fixed to the structural soffit using suspension system (specifications above) at 1200mm maximum. The First/Last suspension system at the end of each main runner shall not be greater than 450mm from the adjacent wall along with the first and the last main beam shall be at less than 600mm from the wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees. Perimeter trim to be wall angles of size 3000x19x19mm, secured to walls using screws at 450mm centre to centre maximum. Installation shall be carried out as per Manufacturer recommended procedure. SUSPENSION SYSTEM accessories supplied by Manufacturer consisting of M6 Anchor Fasteners with hanger hole, pre-straightened hanger wire of dia – 2.5 mm of 1.80 m length having a tensile strength of 344-413 MPa and a minimum loading strength of 110 kgs. (Optionally, adjustable hook clips made of 0.7mm thick Grade 1 C55 galvanized spring steel ofdimension 100x 20mmand 4mm aquilinewire to be used for level adjustment during installation purpose in main runners). | sqm | ₹ 2,077 |
| 53.44 | PRIVIDING AND FIXING ACOUSTICAL FALSE CEILING WITH 0.9 NRC: Sierra Mineral Fibre Acoustical Suspended Ceiling System with 15mm thick Sierra OP Tegular 15/90 Edge Tiles with Suprafine 15mm face exposed grid. The tiles shall have smooth laminated visual with Humidity Resistance (RH) of 95%, NRC 0.90 (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM C423 standard,CAC of25db asper ASTM E1414, Light Reflectance ≥86%as per ASTM E-1477, Thermal Conductivity λ = 0.040 W/mK, Colour Global White, Fire Performance of class A2-s1, d0 according to EN13501-1 with 15mm Tegular15/90˚ edge and 8mm drop in module size of 600 x 600mm. The scrim on the face of the tile shall be cleanable and classified as ISO 14644-1 cleanroom class 5. It shall be suitable for Green Building application, withRecycled content of 43%and VOC Emissions (French)class of A+. The tile shall have Environmental Product Declaration as per ISO 14025 and EN 15804+A2. The tile shall have certifications from GRIHA and GreenPro thereby confirming that it is an environment friendly product. SUSPENSION: The tile shall be laid on Suprafine 38 with 15 mm wide T - section flanges colour global white (matching to tile color) having roll formed double stroke rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm (all sections). The deflection loading of the system shall be 12.5 kg/m2 (as per standard installation layout mentioned below) and main beam tested as per ASTM C635 (Deflection limit less than L/360) with a deflection loading of 15kg/m. The end details of the cross tee shall be madeofprehardenedsteelandfixed tothe endsof thecross teeto providedouble locking between “cross tee to cross tee” and “cross tee to main beam”. All main beam to main beam and cross tee to cross tee connection shall have a pull out strength of more than 100kg. The T Sections shall be made of hot dipped galvanized steel of 90 gsm as per IS 277 (2003) and pre-painted steel with baked polyester paint with 0T bending capability. All border cross tee/main beam shall be levelled using perimeter fill. The Tile & Grid system used together shall carry a 10 year warranty against manufacturing defect and manufacturer shall provide a warranty certificate. The Tile & Grid shall have the manufacturers name embossed/printed on it. The supply shall be backed by a Manufacturing Test Certificate.INSTALLATION: To comprise main runner spaced at 1200mm securely fixed to the structural soffit using suspension system (specifications above) at 1200mm maximum. The First/Last suspension system at the end of each main runner shall not be greater than 450mm from the adjacent wall along with the first and the last main beam shall be at less than 600mm from the wall. Flush fitting 1200mmlongcross tees tobeinterlocked betweenmainrunners at 600mmto form1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees. Perimeter trim to be wall angles of size 3000x19x19mm, secured to walls using screws at 450mm centre to centre maximum. Installation shall be carried out as per recommended procedure. SUSPENSION SYSTEM accessories supplied by consisting of M6 Anchor Fasteners with hanger hole, pre-straightened hanger wire of dia – 2.5 mm of 1.80 m length having a tensilestrength of 344-413 MPa and a minimum loading strength of 110 kgs. (Optionally, adjustable hook clips madeof0.7mmthick Grade1C55galvanized springsteelofdimension100x 20mm and 4 mm aquiline wire to be used for level adjustment during installation purpose in main runners). | sqm | ₹ 2,380 |
| 53.45 | NATURAL BAMBOO WALL PANELLING: Providing & fixing of Wooden Grill panel with backer made of natural bamboo with 24mm Face black exposed grid. The Grill panels shall be made of rapidly renewable natural bamboo core having density 600+Kgs/m3 as per BS EN323 (1993) and bending strength of 96+ N/mm2 as per BS EN310 (1993). The Grill panel shall have a seven layer UV coating of thickness 0.09- 0.11mm as per BS EN71 finished to natural or carbonized shades. The Grill panelshall be of nominal size 35x300x2400mm comprising 8 blades/slats of 35x16x2376mm with centre to centre spacing of 37.5mm fixed through Backer of size 12x22x300mm having centre to centre spacing of 300mm and additional end backers at 150mm from both the edges. The Grill panel shall have a fire performance of Class A according to ASTM-E84. The Grill panel shall have moisture content of 8-14% as per IS 1708 (Part 1):1986 and a Humidity Resistance (RH) of 70%. | sqm | ₹ 18,751 |
| 53.46 | NATURAL BAMBOO CEILING: Providing & fixingof Wooden Grill panelwith backer made of natural bamboo with 24mm Face black exposed grid. The Grill panels shall be made of rapidly renewable natural bamboo core having density 600+Kgs/m3 as per BS EN323 (1993) and bending strength of 96+ N/mm2 as per BS EN310 (1993). The Grill panel shall have a seven layer UV coating of thickness 0.09-0.11mm as per BS EN71 finished to natural or carbonized shades. The Grill panel shall be of nominal size 35x300x2400mm comprising 8 blades/slats of 35x16x2376mm with centre to centre spacing of 37.5mm fixed through Backer of size 12x22x300mm having centre to centre spacing of 300mm and additional end backers at 150mm from both the edges. The Grill panel shall have a fire performance of Class A according to ASTM-E84. The Grill panel shall have moisture content of 8-14% as per IS 1708 (Part 1):1986 and a Humidity Resistance (RH) of 70%. SUSPENSION: The tile shall be installed on 24 mm wide T - section flanges having rotarystitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 43mm, 35mm and 30mm respectively. The deflection loading of the system shall be 17.8 kg/m2 (as per standard installation layout mentioned below) and main beam tested as per ASTM C635 (Deflection limit less than L/360) with a deflection loading of 21.4kg/m. The end details of the main beam and cross tee shall be made of pre hardened steel fixed to the ends. The cross tee to provide double locking between “cross tee to cross tee” and “cross tee to main beam”. All main beam to main beam and cross tee to cross tee connection shall have a pull out strength of more than 100kg. The T Sections shall be made of hot dipped galvanized steel of 100 gsm as per IS 277 (2003) and pre-painted steel with baked polyester paint with 0T bending capability. All exposed panel ends to be covered using edge caps. All wall angles to be covered using ledgers. Installation should be carried out as per Manufacturer recommended procedure. The grid shall be installed with suspension system of recommended make. INSTALLATION: To comprise main runner spaced at 1200mm centre to centre securely fixed to the structural soffit using suspension system (specifications below) at 1200mm maximum centre. The First/Last suspension system at the end of each main runner should not be greater than 450mm from the adjacent wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm centre to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees. Perimeter trim to be wall angles of size 3000x19x19mm, secured to walls at 450 mm maximum centre to centre. Metal spring backer clips shall be used to fix the Grill panel to suspension system with a grid formation of 600mm along the blade/slat and 2 pieces along each backer(total 8clips perfull panelsize) foreveryindividualpanel. Raise the panel up against the suspension system and align the backers with the suspension system. Push upwards on the spring backer clip to engage the clip tabs on to the suspension system flange. Ensure that both clip tabs engage the suspension system flange.SUSPENSION SYSTEM accessories manufactured and supplied by Manufacturer consisting of M6 Anchor Fasteners with hanger hole, pre Straightened Hanger wire of dia – 2.5 mm of 1.80 m length having a tensile strength of 344-413 MPa and a minimum loading strength of 110 kgs. Additionally, adjustable hook clips made of 0.7mm thick Grade 1 C55 galvanized spring steel ofdimension 100x 20mmand 4mm aquilinewire to be used for level adjustment during installation purpose in main runners. | sqm | ₹ 20,953 |
| 53.47 | Providing and fixing interior wall to wall expansion joint cover model W90 for 50 mm gap size, this surface mounted aluminium cover is designed for interior application where low maintenance is desirable. This model is made using Aluminium alloy 6063 and temper T5/T6. This cover is installed using stailness steel clip in the rear which helps the movement to + 10 mm. | rmt | ₹ 2,329 |
| 53.48 | Providing and fixing of external wall to wall cover model ASM 200X for 50 mm gap size,this surface-mounted metal wall cover is designed for exterior applications where low maintenance or tamper-resistant applications are desired. The free-floating aluminum center plate spans the joint and slides over the surface of the wall to allow required movement.EPDM vapor barrier to protect the joint with water. This profile is extruded aluminum with ASTM B 221, Alloy 6063-T5. This profile has been tested under Architectural Testing Agency( an Intertek Company) for the movement performance. The minimum opening of the profile is 10mm ( -40mm) and the maximum openeing of the profile is 76mm (+26mm) which is more than ±50% movement. | rmt | ₹ 2,689 |
| 53.49 | Providing and fixig of floor to floor expansion joint cover GFT 200 for 50 mm gap size. The cover which is designed for interior floor to floor application suitable for most floor finishes where frame depth and configuration is variable to suit selected finish. It is a gasketed floor to floor joint cover comprises of extruded aluminium frames made of aluminium alloy 6063 temper T5/ T6 and TPR seal having strength of 90 shore A as per ASTM D2000 and available in 4 colours, with standard loading capacity of 500 lbs. The nominal joint width of the profile is 51 mm which contracts down to 38 mm as minimum and can expand 64 mm as maximum, the movement has been tested with Architectural testing INC., an Intertek company (Intertek – ATI) as per ASTM E 1399-97 Report no. 84287.01-106-31 | rmt | ₹ 2,987 |
| 53.50 | Providing and Fixing of external Roof cover model RJT 200 for 50 mm gap size, Aluminium roof cover comprised of extruded alumunium components, Injection molded turnbar, duroflex gaskets and EPDM vapor barrier.This profile is extruded aluminum with ASTM B 221, Alloy 6063-T5. This profile has been tested under Architectural Testing Agency( an Intertek Company) for the movement performance. The minimum opening of the profile is 3mm ( -47mm) and the maximum openeing of the profile is 92mm (+42mm) which is more than ±50% movement. | rmt | ₹ 6,242 |
| 53.51 | Supplying and providing various materials for REED BED filter media of 1 meter depth comprising of 300 mm thick brick bats at bottom,60 mm/40 mm gravel 150 mm thick over it,20 mm gravel 100 mm thick,Natural sand 100 mm thick,activated charcoal 60/40mm 50 kg 175 mm thick, 50 kg of coco pit in powder form 175 mm thick and 5 nos aquatic plants at top.The rate is exclusive of cost of tank but inclusive of fixing non return valve including all materials labour etc. | cum | ₹ 15,319 |
| 53.52 | Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core pannel made of core material of EPS granule ball/beads (conforming to IS 4671:1984 and shall have density not less than 15 kg per cum) adhesive, cement,sand,flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000 or Calcium Silicate Board confirming to EN 14306:2009 of 5 mm thick each Panels shall be laid on 6 mm thick cement mortar ( 1 cement: 2 fine sand)mixed with chemical adhesive of 0.5 Kg per 50 Kg of cement or shall be preferbly fixed into 'C' channel made of 1.2 mm thick MS plate screwed/fastenered to the salb/coloumn/beam etc. The Panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor and roofing withadditionalstructuresupport,steelor RCC depending uponthe design.All the operation shall be completed in all respect as per drawing, manufacturing specification and under the overall direction of Enginner-in-charge ( Cost oa all the material is included except 'C' channel which will be paid separtely) A) Non Load bearing panels 60 mm thick required size | sqm | ₹ 2,553 |
| 53.53 | Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core pannel made of core material of EPS granule ball/beads (conforming to IS 4671:1984 and shall have density not less than 15 kg per cum) adhesive, cement,sand,flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000 or Calcium Silicate Board confirming to EN 14306:2009 of 5 mm thick each Panels shall be laid on 6 mm thick cement mortar ( 1 cement: 2 fine sand)mixed with chemical adhesive of 0.5 Kg per 50 Kg of cement or shall be preferbly fixed into 'C' channel made of 1.2 mm thick MS plate screwed/fastenered to the salb/coloumn/beam etc. The Panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor and roofing withadditionalstructuresupport,steelor RCC depending uponthe design.All the operation shall be completed in all respect as per drawing, manufacturing specification and under the overall direction of Enginner-in-charge ( Cost oa all the material is included except 'C' channel which will be paid separtely) B) Non Load bearing panels 75 mm thick required size | sqm | ₹ 2,861 |
| 53.54 | Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core pannel made of core material of EPS granule ball/beads (conforming to IS 4671:1984 and shall have density not less than 15 kg per cum) adhesive, cement,sand,flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000 or Calcium Silicate Board confirming to EN 14306:2009 of 5 mm thick each Panels shall be laid on 6 mm thick cement mortar ( 1 cement: 2 fine sand)mixed with chemical adhesive of 0.5 Kg per 50 Kg of cement or shall be preferbly fixed into 'C' channel made of 1.2 mm thick MS plate screwed/fastenered to the salb/coloumn/beam etc. The Panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor and roofing withadditionalstructuresupport,steelor RCC depending uponthe design.All the operation shall be completed in all respect as per drawing, manufacturing specification and under the overall direction of Enginner-in-charge ( Cost oa all the material is included except 'C' channel which will be paid separtely) C) Non Load bearing panels 90 mm thick required size | sqm | ₹ 3,314 |
| 53.55 | Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core pannel made of core material of EPS granule ball/beads (conforming to IS 4671:1984 and shall have density not less than 15 kg per cum) adhesive, cement,sand,flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000 or Calcium Silicate Board confirming to EN 14306:2009 of 5 mm thick each Panels shall be laid on 6 mm thick cement mortar ( 1 cement: 2 fine sand)mixed with chemical adhesive of 0.5 Kg per 50 Kg of cement or shall be preferbly fixed into 'C' channel made of 1.2 mm thick MS plate screwed/fastenered to the salb/coloumn/beam etc. The Panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor and roofing withadditionalstructuresupport,steelor RCC depending uponthe design.All the operation shall be completed in all respect as per drawing, manufacturing specification and under the overall direction of Enginner-in-charge ( Cost oa all the material is included except 'C' channel which will be paid separtely) D) Non Load bearing panels 100 mm thick required size | sqm | ₹ 3,767 |
| 53.56 | Providing and laying of white pre-formed patterned pavement marking tapes, with pre- coated self-adhesive, having abrasion-resistant high refractive index microcrystalline ceramic beads bonded to a highlydurable top coat, having a nominal thickness of 2.0 mm at pattern heights, meeting the requirements specified in ASTM D4505-12. The patterned surface shall have approximately 50% ± 15% of the surface area raised and presenting a near vertical face, angled from 0 degree to 60 degree, to traffic from any direction. All microcrystalline ceramic beads shall have a minimum index of refraction of 2.3 and 1.8 and ceramic beads shall show resistance to corrosion on exposure to a 1% solution of sulfuric acid. The applied marking surface to be level, uniform and free from streaks, cracks and holes. Markings shall have initial average skid resistance value of at least 45 BPN when tested according to ASTM E303 and meet the initial retro reflectance average values asmeasuredinaccordancewiththe stated testing procedures in thefollowing table: Test Method (Description of conditions) Typical average initial coefficients of retroreflected luminance, RL ASTM E1710 (Dry Average)(cid:9)500 mcd/m2/lux ASTM E2177 (Wet Recovery Average) 250 mcd/m2/lux ASTM E2832 (Wet Continuous Average) 250 mcd/m2/lux*Observation Angle = 1.05°, Entrance Angle = 88.8° | sqm | ₹ 7,494 |
| 53.57 | Providing and laying of white contrast pre-formed patterned pavement marking tapes, with pre-coated self-adhesive, having abrasion-resistant high refractive index microcrystalline ceramic beads bonded to a highly durable top coat, having a nominal thickness of 2.0 mm at pattern heights, meeting the requirements specified in ASTM D4505-12. The patterned surface shall have approximately50% ± 15% of the surface area raised and presenting a near vertical face, angled from 0 degree to 60 degree, to traffic from anydirection. Contrast markings shallconsist ofdurable, retroreflectivewhite, pliant polymer materials with durable matte black, non-reflective, pliant polymer borders. All microcrystalline ceramic beads shall have a minimum index of refraction of 2.3 and 1.8 and ceramic beads shall show resistance to corrosion on exposure to a 1% solution of sulfuric acid. The applied marking surface to be level, uniform and free from streaks, cracks and holes. Markings shall have initial average skid resistance value of at least 45 BPN when tested according to ASTM E303 and meet the initial retro reflectance average values asmeasuredinaccordancewiththe stated testing procedures in thefollowing table: Test Method (Description of conditions) Typical average initial coefficients of retroreflected luminance,RLASTM E1710(DryAverage)500 mcd/m2/luxASTM E2177 (Wet RecoveryAverage) 250 mcd/m2/lux ASTM E2832 (Wet Continuous Average) 250 mcd/m2/lux *Observation Angle = 1.05°, Entrance Angle = 88.8° | sqm | ₹ 9,345 |
| 53.58 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of ______ mm dia made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlayfilm and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier. a. 600 mm dia made out of 3mm aluminum composite material with 0.25 mm skin thickness on either side | nos | ₹ 5,895 |
| 53.59 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of ______ mm dia made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlayfilm and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier. b. 750 mm dia made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 7,928 |
| 53.60 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of ______ mm dia made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlayfilm and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier. c. 900 mm dia made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 10,157 |
| 53.61 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of ______ mm dia made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlayfilm and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier. d.1200 mm dia made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 15,581 |
| 53.62 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of ___mm dia made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier. a. 600 mm dia made out of 3mm aluminum composite material with 0.25 mm skin thickness on either side | nos | ₹ 6,428 |
| 53.63 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of ___mm dia made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier.600 mm dia made out of 3mm aluminum composite material with 0.25 mm skin thickness on either side b. 750 mm dia made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 8,765 |
| 53.64 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of ___mm dia made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier.600 mm dia made out of 3mm aluminum composite material with 0.25 mm skin thickness on either side c. 900 mm dia made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 12,147 |
| 53.65 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of ___mm dia made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier.600 mm dia made out of 3mm aluminum composite material with 0.25 mm skin thickness on either side d. 1200 mm dia made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 17,730 |
| 53.66 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of ____mm made out of ___mmaluminum sheet bonded with white retroreflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlayfilm and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier. 600 mm made out of 3mm aluminum composite material with 0.25 mm skin thickness on either side | nos | ₹ 4,668 |
| 53.67 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of ____mm made out of ___mmaluminum sheet bonded with white retroreflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlayfilm and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 5,456 |
| 53.68 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of ____mm made out of ___mmaluminum sheet bonded with white retroreflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlayfilm and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier. 900 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 7,017 |
| 53.69 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of ____mm made out of ___mmaluminum sheet bonded with white retroreflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlayfilm and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier. 1200 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side+F26 | nos | ₹ 10,084 |
| 53.70 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of _____ mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge bythe contractor/supplier. 600 mm made out of 3mm aluminum composite material with 0.25 mm skin thickness on either side | nos | ₹ 4,965 |
| 53.71 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of _____ mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 5,859 |
| 53.72 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of _____ mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 900 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 7,684 |
| 53.73 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of _____ mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with greystove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 1200 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 11,271 |
| 53.74 | Providing and fixing Cautionary/Warning sign boards in Octagone size of _____mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlayfilm and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 9,269 |
| 53.75 | Providing and fixing Cautionary/Warning sign boards in Octagone size of _____mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlayfilm and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier. 900 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 12,011 |
| 53.76 | Providing and fixing Cautionary/Warning sign boards in Octagone size of ______ mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 10,340 |
| 53.77 | Providing and fixing Cautionary/Warning sign boards in Octagone size of ______ mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warrantycertificate in original should be submitted to the Engineer in charge by the contractor/supplier. 900 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side | nos | ₹ 13,551 |
| 53.78 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting- HIP) having pressure sensitive adhesive retoreflective specified back ground, border and backsideretoreflctivesymbols, letters, numerals, arrowas perIRC:67-2012 TableNo 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt ~ 3.9 mtlong firmlyfixed to theground bymeans of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate along with sheeting manufacturer attested 3 years outdoor weathering test report from Indian govt lab must be submitted to the Engineer in charge by the contractor/supplier. | sqm | ₹ 14,187 |
| 53.79 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shapehavingarealess than 0.9One SquareMeter madeout of4 mmaluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C ( Type XI Type XI Micro prismatic grade sheeting) having pressure sensitive adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt ~ 3.9 mtlong firmly fixed to the ground by means of properly designed foundation withM25gradecement concrete45 cmx 45cm x60 cm,60 cmbelow ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxyfinish paints having alternate black and white bands of 25 cm width including fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class C (Type XI Micro prismatic grade sheeting)) sheeting shall have 10 years written warranty from the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate along with sheeting manufacturer attested 3 years outdoor weathering test report from Indian govt lab must be submitted to the Engineer in charge by the contractor/supplier. | sqm | ₹ 16,983 |
| 53.80 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 One Square Meterr made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting- HIP) having pressure sensitive adhesive retoreflective specified back ground, border and backsideretoreflctivesymbols, letters, numerals, arrowas perIRC:67-2012 TableNo 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt ~ 3.9 mtlong firmlyfixed to theground bymeans of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate along with sheeting manufacturer attested 3 years outdoor weathering test report from Indian govt lab must be submitted to the Engineer in charge by the contractor/supplier. | sqm | ₹ 16,089 |
| 53.81 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 One Square Meterr made out of 4 mm aluminum composite panel bonded with 0.5 mm skin thickness on either side with white retro reflective sheeting of Class C ( Type XI Type XI Micro prismatic grade sheeting) having pressure sensitive adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt ~ 3.9 mtlong firmlyfixed to theground bymeans of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. ClassC_ ( Type XI Type XI Micro prismatic grade sheeting) sheeting shallhave10 years written warranty from themanufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks andlaminated withUVoverlayfilmandthis warrantycertificatealong with sheeting manufacturer attested 3 years outdoor weathering test report from Indiangovt lab must be submitted to the Engineer in charge by the contractor/supplier. | sqm | ₹ 18,885 |
| 53.82 | Providing and erecting Overhead signs made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012, with designed back support frame of mild steel angle with vertical and lateral clearance given in clause 801 and 802, duly painted on back side with two coats of greystove enamel paint and installed as per clause 802.6 over a designed support system of structural steel work trestles and trusses of sections and type as per structural design requirements and approved plans including painting with one coat of epoxy primer and two coats of epoxy finish paint.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer including the DigitallyPrinted areas with approved printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate along with sheeting manufacturer attested 3 years outdoor weathering test report from Indian govt lab must be submitted to the Engineer in charge by the contractor/supplier.This item does not include the cost of structural steel work required for support system. | sqm | ₹ 11,111 |
| 53.83 | Providing and erecting Overhead signs made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressure sensitive adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012, with designed back support frame of mild steel angle with vertical and lateral clearance given inclause 801and 802,dulypainted on back side with two coats of grey stove enamel paint and installed as per clause 802.6 over a designed support system of structural steel work trestles and trusses of sections and type as per structural design requirements and approved plans including painting with one coat ofepoxyprimerandtwocoats ofepoxyfinish paint.The nut bolts ofboard withangle iron post/supporting structure after fixing at site has to be electrically welded. Class _C_ ( Type XI Type XI Micro prismatic grade sheeting) sheeting shall have 10 years written warranty from the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate along with sheeting manufacturer attested 3 years outdoor weathering test report from Indian govt lab must be submitted to the Engineer in charge by the contractor/supplier.This item does not include the cost of structural steel work required for support system. | sqm | ₹ 13,013 |
| 53.84 | Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.20m x 0.90m size made up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B (Type IV High intensitymicro-prismaticgrade sheeting-HIP)having pressuresensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3, on M.S.angle of size 35 x 35 x 3 mm frame with properlycross braced M.S. angles of size 35mmx35mmx3mm dulypainted includingTwoM.S.angleironpostsofsize65mmx 65mm x6 mm,3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixingtheboardsin1:4:8 concreteblock ofsize 60cm x60 cmx 75cm including, excavation, refilling, transportation, and labour etc complete. Class B (Type IV High intensitymicro-prismaticgrade sheeting-HIP)shall have7 years written warrantyfrom the manufacturer including theDigitallyPrinted areas withapproved printing technologywith sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. | sqm | ₹ 12,934 |
| 53.85 | Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.20m x 0.90m size made up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including TwoM.S.angleironpostsofsize65mmx65mmx6mm,3.65 mlong painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Class _C_ (Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UVoverlayfilmand this warrantycertificatein original should be submitted to the Engineer in charge by the contractor/supplier. | sqm | ₹ 14,972 |
| 53.86 | Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.80m x 1.20m size made up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B (Type IV High intensitymicro-prismaticgrade sheeting-HIP)having pressuresensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3, on M.S.angle of size 35 x 35 x 3 mm frame with properlycross braced M.S. angles of size 35mmx35mmx3mm dulypainted includingTwoM.S.angleironpostsofsize65mmx 65mm x6 mm,3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixingtheboardsin1:4:8 concreteblock ofsize 60cm x60 cmx 75cm including, excavation, refilling, transportation, and labour etc complete. Class B (Type IV High intensitymicro-prismaticgrade sheeting-HIP)shall have7 years written warrantyfrom the manufacturer including theDigitallyPrinted areas withapproved printing technologywith sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. | sqm | ₹ 24,611 |
| 53.87 | Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.80m x 1.20m size made up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including TwoM.S.angleironpostsofsize65mmx65mmx6mm,3.65 mlong painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Class _C_ (Type XI Micro prismatic grade sheeting)) shall have 10 years written warrantyfrom the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UVoverlayfilmand this warrantycertificatein original should be submitted to the Engineer in charge by the contractor/supplier. | sqm | ₹ 28,686 |
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