KNMT 2023-2024

Amount

Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. Complying with Standard Specifications as per SS 20 B MORTH 24 & 25

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 Wet Mix Mecadam using 0.396m3 of 45-22.40mm graded metal, 0.528m3 of 22.40-2.36mm graded metal and 0.396m3 of 2.36 and below size graded metal premixed with water to a densemass on a prepared subgrade / base to template in uniform 15cm Consolidated thickness and consolidation with Vibratory roller of 8 to 10 tonne capacity in stages to proper grade and camber rolling with protecting edges, etc completing with MORTH specification Clause 406..

Providing and laying Priming coat 7Kg / 10 Sq.m over WMM surface using of SSI Emulsion Bitumen for 10 Sq.m and cost Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cast as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete. MORTH Specifications 111,112,501,503 and 900..

Providing and laying Tack coat 2.50 Kg / 10 Sq.m over Wet Mix Mecadam surface using of RS1 Emulsion Bitumen for 10 Sq.m and cost of Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per MORTH Specifications 111,112,501,503 and 900..

Providing and laying 50 mm compacted thick Dense Bituminuous Macadam using 0.24cum of 26.50-13.20 mm IRC size HBG metal 0.25 cum of 13.20-2.36 mm IRC size HBG metal.0.23 cum of 2.36 mm and below .01 cum of quarry fine with 53.20 kgs of bitumen for premixing per 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 plant20-30 tons capacity,conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50 mm with mechanical paver to the specified grade and cross sections and compaction by vibratory/ roller to the required density etc., including labour for loading for loading bitumen into bitumen tank and metal feeder unit,labour for attending to paver site etc including hire charges and fuel charges for 20-30 CMP with bitumen tipper trucks paver finisher,power rollers and all other tools and plant required including all other incidental charges etc., complete as per specification using CMP clause MORTH OF 511 & 501

Providing and laying Bituminous Concrete 30mm Consolidated 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 mm & below with 50.30 kgs of 60/70 Grade Bulk bitumen for premixing per 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 ton capacity, Conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5

SHREE KUMARAN CONSTRUCTION