KPSHEP-02/2025-26

Clearing Heavy jungle along both side of the road and disposed off away from the site as directed by the Engineer in charge at site including cost of all materials, labour, lead, lift,etc., complete.

Earth work excavtion for drain forming in hard clay, stiff black cotton, hard red earth, shale, murram gravel, stoney earth & earth mixed with samll size boulders and hard gravelly soil and depositing on the bank with initial lead of 10m and initial lift of 2m etc., complete including removal of slipped earth over the approch road, surface.

Supply and filling of Tunnel muck in the excavated trench to the required depth by transporting the tunnel muck from KPSHEP dumping yard and filling as per specification including cost of all materials lead and lift etc. complete.

PCC 1:2:4 Grade using 20mm Downgraded Hand broken metal obtained from the KPSHEP dumping yard for the base course concrete including cost of all materials, labour, lead lift etc complete, without form work.

(A) For drain

(B) Around paver block

Supplying and filling of M Sand upto required depth as a sub-base for paver block transported from Kurunthamalai levelling and consolidating the surface neatly including cost of all materials,labour charges. Lead, lifts, etc.,

Supplying ,Transporting and laying Paver Block of 80mm thick with standard size and shape of approved by the Engineer at site confirming to standard specification over the consolidated sand bed of 200mm thick. The compressive strength of pavers block should not be less than 40kg/cm2 incluing cost of all materials,cutting finishing the stone and using mechanical vibrator for leveling,all lead, lift, labour etc., complete.

Picking the damaged portion of road surface to the required depth of 5cm to 10cm to the regular size and disposing the picked up materials away from the site and compacted with vibratory roller including cost of all materials, labour charges, rental charges for machinaries, fuel charges all lead, lift,etc., complete.

Providing and laying advance patch work with Bituminous premix materials 0.625m3 using 45mm IRC metal and with 44.00 Kg VG (80/100 grade) Bitumen including cleaning the surface, spreading bitumen tack coat, levelling and tamping the premix in the patches, etc., including cost of all material, labour charges and other incidental charges lead & lift etc., complete.

Providing, laying, spreading and compacting graded stones aggregates wet Mix macadam including premixing the materials with water at OMC in mechanical mix plant and transporting the materials by tipper to site, laying in uniform layers with pavers as sub base/Base course over the well prepared surface and compacting with vibratory roller to achieve the desired density including the cost of materials, labour charges, rental charges for machinery fuel and all other incidental charges etc., complete.

Providing and laying primer coat over WMM and over the advance Patch area surface using 7 Kg of Emulsion bitumen per 10 Sqm as preparatory to another bituminous construction over it, including cost of materials, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 502 of MORTH Rev-5.

Providing and laying 50mm consolidated thick Bituminous macadam using 0.20 Cum of 26.50-13.20mm, 0.43 Cu.m of 13.20- 2.36mm and 0.08 Cum of 2.36mm & below size IRC metal with 37 Kgs of VG30/VG40 bitumen for premixing per 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 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8 - 10 tonne vibratory/Pnematic roller to the required density etc., including labour charges for attending to paver to site etc., including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, 9m paver finisher, vibratory/pnematic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using central hot mix plant clause 504 of MORTH Rev-5.

Providing and applying tack coat over the Existing BT/ Wetmix surface using 2.50 kg of bitumen Emulsion (RS-I)per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinary, fuel and all other incidental charges etc.,complete as per clause 503 of MORTH Rev-5.

Providing and laying Premix Carpet with seal coat Type-A to 20mm thick using 0.18 cum of 13.20mm, 0.09 cum of 11.20mm and 0.09cum of 6.70mm with 24.40 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in hot mix plant 20-30 ton capacity conveying the mixer to work site spreading the mix to uniform thickness of 50mm with the specified grades and cross sections and consolidated by Vibratory/Pneumatic roller of 8-10 tonne power roller to the required density etc. including labour , including hire charges and fuel charges hot mix plant with bitumen boiler, , Vibratory/Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using central hot mix plant clause 505 of MORTH Rev-5.