Tender For Rural Road Maintenance Scheme; 1 Potholes Repair Road from Veesarddiyur To Marakkottai Road Km 0/0-2/650, H/O : Kongupatty 2 Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products andclearing as directed by the departmental officers including all incidental charges etc., complete. 3 Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq m 4 Providing and laying including cost and conveyance of gravel from approved sources to work site includinglabour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100%compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all otherincidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and sideberms 5 Km 0/0 -1/000 6 Km 1/000-2/000 7 Km 2/0-2/650 8 Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal 9 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 ofmixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Basecourse on well prepared surface and compacting with vibratory roller to achieve the desired densityincluding cost of material,labour charges, rentals for machinery, fuel and all other incidental chargesetc., complete 10 Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMMsurface preparatory to another bituminous construction over it 11 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. 12 Applying tack coat over BT surface (not treated with primer) using 3Kg of 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 special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. 13 Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 14 2. Potholes Repair Road from Pukkampatty Bt Road to Kotthapuilynur kv Mathiyan House Km 0/0 -0/530m .H/o: Kongupatty 15 Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products andclearing as directed by the departmental officers including all incidental charges etc., complete. 16 Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq m 17 Providing and laying including cost and conveyance of gravel from approved sources to work site includinglabour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100%compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all otherincidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and sideberms 18 Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal 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 ofmixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Basecourse on well prepared surface and compacting with vibratory roller to achieve the desired densityincluding cost of material,labour charges, rentals for machinery, fuel and all other incidental chargesetc., complete 20 Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMMsurface 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 Applying tack coat over BT surface (not treated with primer) using 3Kg of 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 special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. 23 Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 24 3. Potholes Repair Road from Kongupatty 4roads to Pallakadu Km 0/0 -0/810m .H/o: Kongupatty 25 Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products andclearing as directed by the departmental officers including all incidental charges etc., complete. 26 Providing and laying including cost and conveyance of gravel from approved sources to work site includinglabour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100%compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all otherincidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and sideberms 27 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 ofmixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Basecourse on well prepared surface and compacting with vibratory roller to achieve the desired densityincluding cost of material,labour charges, rentals for machinery, fuel and all other incidental chargesetc., complete 28 Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMMsurface preparatory to another bituminous construction over it 29 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. 30 Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
