Strengthening Of BT Road with Drainage and Culvert at Railway Station Road Melapudhuvayal Road South Melapuduhuvayal Road south Cross 1 2 3 in Keeranur Town Panchayat Pudukkottai District under the TURIP Scheme 2024-2025

Amount

Earth work excavation for foundation in soils with initial lead of 10m and lift of 2m bailing water wherever necessary and refilling the sides of foundation with excavated earth etc. completle as per standard spesification

Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH

Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401.

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

Providing and laying Tack coat 7 Kg per 10sqm over WM.M Surface using of Emulsion Biumen (RS-1) and cost emulsion bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appeneded labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanicla sprayer including hire and fuel for all tools and plants employed etc complete standard specification As per clause 503 of MORTH Rev - 5 Specification.

Providing and laying Tack coat 2.5Kg per 10sqm over WMM Surface using of Emulsion Biumen (RS-1) and cost emulsion bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appeneded labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanicla sprayer including hire and fuel for all tools and plants employed etc complete standard specification As per clause 503 of MORTH Rev - 5 Specification.

Providing and laying 50 mm conslidated thick Dense Bituminuous macadam using 0.24 cum of 26.50-13.20 mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm and below and with 53.20kg of VG30 bitumen premixing 10 sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tons capacity,conveying the mix by tipper trucks to work site,spreading the mix uniform thickness of 50mm with paver to the specified grade and cross sections and compaction by vibratory/ pneumapic roller to the required density etc., including labour for accending to pavor at sites etc., including hire charges and fuel charges for 20-30T CMP with bitumen Boiler,tipper trucks, paver finisher/9 m paver finisher,vibratory/ pneumapic rollers and all other tools and plant required including to all other incidental charges etc., complete as per specification using CMP as clause 505 MORTH Rev-5.

Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and below with 45.27kgs of VG 30 /VG 40 bitumen and5.0.3kg of shredded plastic waste for premixing for 10 sqm 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 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 40 mm with mechanical Paver to the specified grades and cross sections and consolidated by 80 - 10 tonne vibratory/ pneumatic roller to the required density etc., including labor for attending to paver site etc., including hire charges and fuel charges for 20 – 30t CMP with bitumen boiler, tipper trucks, paver finisher,/ 9m paver finisher, vibratory/ pneumatic rollers and all other tools and plant required including fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5.

Providing and Laying of well Gravel including cost and conveyence of the same to work site with an lead of 7Km including Stacking the same to Departmental gauge for Premeasurement including all labour charges for Laying, Spreading etc, Complete and directed by the Departmental Engineer for making up low berms complying with standard Specifications.

Providing and laying of hot applied thermoplastic compound f 2.5mm thick including refllectorising glass beads @ 250grms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 the Finished surface to be level, uniform and free from steaks and holes etc., complete as per MORT & H Specification NO.803

Earth work excavation for foundation in soils with initial lead of 10m and lift of 2m bailing water wherever necessary and refilling the sides of foundation with excavated earth etc. completle as per standard spesification

Cement concreate of mix 1: 4 : 8 ( 0ne cement cfour sand eight aggregates ) using 40 mm gauge hard broken including cost conveyance of all materials to site including formwork and centring labour charges, transporting and palcing in position including shoring, strutting forming protective bunds.cofferdams bailing out of water labour for

Centring for PCC work including cost of material all labour charges etc. completed as per standard speifications.

Cement concreate of mix 1: 2 : 4 ( 0ne part cement two sand Four aggregates ) using 20 mm HGB metal approved quary including cost conveyance of all materials to site loading and unloading charges and labour charges mixing laying and curing etc .completed . complying with standard spesification.

Finishing the top of flooring with granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site and all labour charges for mixing, laying, curing etc complete

Centring for sides and sofiilts for RCC slabs and beams lintels and flat below 3m height including strutting arrangements as per standard specified period and including cost of all other inciden

Supplying fabrication and placing in position of mild stell or ribbed for steel for all RCC works including cost of steel binding wire and labour charges for cutting , bending etc . Complete as per standard specification.

Reinforcement cement concrete 1:1 1/2:3 ( one cement one one and half sand three aggregate ) using maqchine crushed 20mm size ISS guage HGB metal for foundation including cost of all materials to site and all labour charges for mixing laying, ramming curing, concrete etc.