Strengthening of Rural Roads 2 Nos. in Arni Block of Tiruvannamalai District Package No.TVM/2024-25/54 under Mudhalvarin Grama Salaigal Membattu Thittam 2024-25

Amount

Road - I : Strengthening of Kanamangalam Arn road to Agrapalayam ADC road Km 0/0- 1/520 R60

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 bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

BC 25mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 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 50.3kgs of VG30/VG40 bitumen 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 CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all

Cement concrete 1.4.8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing. laying and curing etc complete for 10 cum.

Supplying and erecting centring shuttering including necessary supports for plane surface in foundation and basement and in all floor for R C C column footing plinth beam, roof slab, staircase steps, bed

Cement concrete 1.2 4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum

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 M30 (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

Road Marking with Hot applied Thermoplastic compound with reflectorising glass beads on Bituminous surface

60cm equilator triangular Cautionary sign Board

Provision for Kilometer Stones

Provision for Hectametre Stones

Provision for Citizen Information board cum Name Board

Road - II : Strengthening of Adayapulam Road to Nethikuthithangal road Km 0/0-1/300 R59

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.

BC 25mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 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 50.3kgs of VG30/VG40 bitumen 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 CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all

Supplying and erecting centring shuttering including necessary supports for plane surface in foundation and basement and in all floor for R C C column footing plinth beam, roof slab, staircase steps, bed

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 M30 (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

Road Marking with Hot applied Thermoplastic compound with reflectorising glass beads on Bituminous surface

Providing and erectiong single sided double guard beam crash barrier

60cm equilator triangular Cautionary sign Board

Provision for Kilometer Stones

Provision for Hectametre Stones

Provision for Citizen Information board cum Name 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}

SRK Construction (BID ID -1080323)