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| 1 | Renewal the road Erode - karur (HP Petrol Bunk Opp) road to Maduraiveeran Nagar (via) Nadarpuram Km 0/0-2/150 |
| 2 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. |
| 3 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A |
| 4 | Providing and Laying Gravel Soling tocompacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, wateringand compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. |
| 5 | Applying tack coat over BT surface (not treated with primer) using 3.0 Kg bituminous emulsion per 10 Sqm. Including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per |
| 6 | Providing and laying bituminoua concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects |
| 7 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:354. The finished surface to be level uniform and free from streaks and holes etc complete as per MORT&H specification No .803 |
| 8 | Providing and Erecting of Retro - Reflectorised Cautionary,Mansatory and Informatory Signs (With Definition Board) Made Out of High Intensity Prismatic Grade Aheeting Confirming to Type - IV Standards of IRC - 67 :2012 and ASTM D 4956 - 09, Specification And Fixed Over 2mm Thick Aluminium Sheet Fixed Over a Back Supporting Frame of 25mmX25mmX3mm Mild Steel Angle and Supported on a Mild Steel angle Post 75X75X6mm With a Clear Height of Not Less Than 2.10m From The Ground Level to The Bottom of The Sign Board and 0.6m Below Ground Level . The Sign Post should be painted as per IRC 67 - 2012 and Firmly Fixed to the ground by Means of Properly Designed Foundation With M15 Grade Cement Concrete 45cmX45cmX60cm Size Includeing Cost and Conveyance of All Materials, Equipment,Machinery and Labour With all Leads and Lifts Loading Charges Neccessary For Satisfactory Completion Of The Work as Directed By the Engineer in Charge . High Intensity Retro - Reflectro Sheet Shall Consist of Minimum Coefficient of Retro - Reflection as Per Table 6.6 of IRC 67 - 23012 The Retro - Refkective Sheeting Shall Be Covered Under 7 Years Warranty Issued For Field Performance and a Certified Copy of Three Years Outdoor Exposure Report Shall Be Obtained as Per IRC 67 :2012 (as Per MORT&H Specification No.801) |
| 9 | Provision for 90 cm Equilateral triangle cautionary signboard |
| 10 | Provision ofName Board |
| 11 | Road lens With Reflectors |
| 12 | Cost of KM Stone ( 1110x350x250mm) |
| 13 | Cost of HM Stone ( 650x150x100mm) |
| 14 | Strengtheningthe road from Erode Karur Road to Paramathi noyyal road (via) Velliyampalayam. Km 0/0-0/790 R-179 |
| 15 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. |
| 16 | Picking 5 cm to 10cm Old Metalled Surface and Sectioning including all charges |
| 17 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A |
| 18 | Providing and Laying Gravel Soling tocompacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, wateringand compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. |
| 19 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 20 | Providing and laying of Prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 21 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., |
| 22 | Providing and laying bituminoua concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects |
| 23 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:354. The finished surface to be level uniform and free from streaks and holes etc complete as per MORT&H specification No .803 |
| 24 | Providing and Erecting of Retro - Reflectorised Cautionary,Mansatory and Informatory Signs (With Definition Board) Made Out of High Intensity Prismatic Grade Aheeting Confirming to Type - IV Standards of IRC - 67 :2012 and ASTM D 4956 - 09, Specification And Fixed Over 2mm Thick Aluminium Sheet Fixed Over a Back Supporting Frame of 25mmX25mmX3mm Mild Steel Angle and Supported on a Mild Steel angle Post 75X75X6mm With a Clear Height of Not Less Than 2.10m From The Ground Level to The Bottom of The Sign Board and 0.6m Below Ground Level . The Sign Post should be painted as per IRC 67 - 2012 and Firmly Fixed to the ground by Means of Properly Designed Foundation With M15 Grade Cement Concrete 45cmX45cmX60cm Size Includeing Cost and Conveyance of All Materials, Equipment,Machinery and Labour With all Leads and Lifts Loading Charges Neccessary For Satisfactory Completion Of The Work as Directed By the Engineer in Charge . High Intensity Retro - Reflectro Sheet Shall Consist of Minimum Coefficient of Retro - Reflection as Per Table 6.6 of IRC 67 - 23012 The Retro - Refkective Sheeting Shall Be Covered Under 7 Years Warranty Issued For Field Performance and a Certified Copy of Three Years Outdoor Exposure Report Shall Be Obtained as Per IRC 67 :2012 (as Per MORT&H Specification No.801) |
| 25 | Provision for 90 cm Equilateral triangle cautionary signboard |
| 26 | Provision ofName Board |
| 27 | Road lens With Reflectors |
| 28 | Cost of HM Stone ( 650x150x100mm) |
| 29 | Strengtheningthe road from Erode Karur road to Vadugapatty road via Moonuttupalayam ,Kulam Km 0/0-0/890 R-256 |
| 30 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. |
| 31 | Picking 5 cm to 10cm Old Metalled Surface and Sectioning including all charges |
| 32 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A |
| 33 | Providing and Laying Gravel Soling tocompacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, wateringand compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. |
| 34 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 35 | Providing and laying of Prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 36 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., |
| 37 | Providing and laying bituminoua concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects |
| 38 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:354. The finished surface to be level uniform and free from streaks and holes etc complete as per MORT&H specification No .803 |
| 39 | Providing and Erecting of Retro - Reflectorised Cautionary,Mansatory and Informatory Signs (With Definition Board) Made Out of High Intensity Prismatic Grade Aheeting Confirming to Type - IV Standards of IRC - 67 :2012 and ASTM D 4956 - 09, Specification And Fixed Over 2mm Thick Aluminium Sheet Fixed Over a Back Supporting Frame of 25mmX25mmX3mm Mild Steel Angle and Supported on a Mild Steel angle Post 75X75X6mm With a Clear Height of Not Less Than 2.10m From The Ground Level to The Bottom of The Sign Board and 0.6m Below Ground Level . The Sign Post should be painted as per IRC 67 - 2012 and Firmly Fixed to the ground by Means of Properly Designed Foundation With M15 Grade Cement Concrete 45cmX45cmX60cm Size Includeing Cost and Conveyance of All Materials, Equipment,Machinery and Labour With all Leads and Lifts Loading Charges Neccessary For Satisfactory Completion Of The Work as Directed By the Engineer in Charge . High Intensity Retro - Reflectro Sheet Shall Consist of Minimum Coefficient of Retro - Reflection as Per Table 6.6 of IRC 67 - 23012 The Retro - Refkective Sheeting Shall Be Covered Under 7 Years Warranty Issued For Field Performance and a Certified Copy of Three Years Outdoor Exposure Report Shall Be Obtained as Per IRC 67 :2012 (as Per MORT&H Specification No.801) |
| 40 | Provision for 90 cm Equilateral triangle cautionary signboard |
| 41 | Provision ofName Board |
| 42 | Road lens With Reflectors |
| 43 | Cost of HM Stone ( 650x150x100mm) |
| 44 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) |
