Strengthening of Rural Roads 3 Nos. in Chetpet Block of Tiruvannamalai District Package No.TVM/2024-25/38 under Mudhalvarin Grama Salaigal Membattu Thittam 2024-25

Amount

Road - I : Strengthening of Maruthuvambadi ADC Road KM-0/0-0/635 R110

collection and supply of carted earth from approved quarry an average lead 10km including cost and conveyance of all materials to site anf labour charges etc.

Providing and laying including cost and conveyance of gravel from approved sources to work site including labour 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 other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course

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.

Applying tack coat over Un Primed WMB/WMM surface at 7Kg of SS-1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.

Applying tack coat over Un Primed WMB/WMM surface at 2.5Kg of RS1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying fie required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., completa as per clause 503 of MOST specification.

Providing and laying Premix Carpet with Seal Coat Type-A to 25mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 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- 30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 25mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete

Provision for RCC Minor bridge km 0/318

Providing HM Stones (0.75*0.23*0.10)

Providing Name Board and maintanance Board

Road - II : Renewal of V.P Road - Arumbalur Road KM-0/0-3/340 using plastic waste R314

Clearing and grubbing road land including 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.

Picking old metalled/BT surface upto 10cm thick as directed by the 3 departmental officers.

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 and other item 4 which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications.

Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fule charges for powerroller, watersprinkler and all incidental charges such as taffic barricading and providing dangerlights etc. comp for base-course and side berms

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, layers 250mm thick with pavers in subBase/base course on well prepared surface and compacting with vibratory roller to achive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., completed

Applying tack coat over Un Primed WMB/WMM surface at 2.5Kg of SS1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying fie required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., completa as per clause 503 of MOST specification.

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 cleaning and perparing the surface for laying the tack coat and labour and machiery charges for applying the required quantity of bituminos emulsion including hire, fuel and running charges for all tools and plants employed for the work including all others incidental charges such as barricading and providing danger lights, flags, etc., complete as per standard specification

BC 25/30/40mm Thick Using cmp (Grade-II) Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum of 19.00-9.50mm 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 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 CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory/ phenumatic roller and all other tools and plants required, including fuel and all other tools and plants required, including fuel and all others incidental charges ect., complete as per specification using CMP as per clauses 507 of MORTH Part-5

Road Marking

Provision for Name Board

Providing KM Stones (1.65*0.45*0.15)

Providing HM Stones (0.75*0.23*0.10)

Road - III : Strengthening of Uthur-Manapakkam Road to Utharanpuradai Road KM-0/0-0/837 R 97

Clearing and grubbing road land including 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.

Picking old metalled/BT surface upto 10cm thick as directed by the 3 departmental officers.

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 and other item 4 which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications.

Providing and laying including cost and conveyance of gravel from approved sources to work site including labour 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 other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course

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.

Applying tack coat over Un Primed WMB/WMM surface at 7Kg of SS-1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.

Applying tack coat over Un Primed WMB/WMM surface at 2.5Kg of RS1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying fie required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., completa as per clause 503 of MOST specification.

Providing and laying Premix Carpet with Seal Coat Type-A to 25mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 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- 30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 25mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete Using Waste Plastic

Provision for CC Pavement @ Ch:

Supplying and errecting centering for sides and soffits including supports and strutting up to 3.29m. Height for plain surfaces including strutting etc.completed.,

CC 1:4:8 mix using 40 mm HBH metal incluiding cost and 2 conveyance of all materals and all labour charges etc. complete.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M35 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Providing Bitumenious pad 12mm thick

Providing HM Stones (0.75*0.23*0.10)

Providing Name Board and maintanance Board

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

Rishika Construction (BID ID -1091362)