STRENGTHENING THE ROAD FROM permalkovilnatham burialground road to near Miyawaki Plantation H/o Lakkampatti Village panchayat in Kolathur Block

STRENGTHENING THE ROAD FROM permalkovilnatham burialground road to near Miyawaki Plantation H/o Lakkampatti Village panchayat in Kolathur Block

Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. KM 0/0-0/310

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 etc. KM 0/0-0/310

Providing and Laying Gravel to 100mm compacted thick including cost & 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. KM 0/0-0/310

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq m. KM 0/0-0/310

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401. KM 0/0-0/310

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 2. KM 0/0-0/310

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.. KM 0/0-0/310

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all. KM 0/0-0/310

BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5. KM 0/0-0/310

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including eflectorishing glass beads @250 gms per sqm area ,thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 ,The finished surface to be leveluniform an. KM 0/0-0/310

Provision for Hecta Metre Stone - Nos

Provision for scheme name board

Provision for LWF 1 % (Please Type 12981)

Provision for Photographic charges

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