S/R to VAW Qtr at Ektali for the year 2025-26.

Earth work in excavation of foundation trenches in hard soil including dressing and leveling the bed up to the required depth and depositing the excavated materials with all leads and lifts T&P shoring & Shuttering if required etc.complete as directed by the Engineer-in-charge

Supplying, filling in foundation and plinth with sand including watering ramming, cost, conveyance, royalties and all taxes of materials and cost of labour with T&P required for the work etc. complete as directed by the Engineer-in-charge

Cement concrete(1:3:6) in foundation and plinth below the base course of flooring using 4cm size black hard hand broken granite stone metals of approved quality from approved quarry including lowering laying concrete watering and curing etc.complete to required levels laid in layers not exceeding 6" thick including cost,conveyance,royalties and all taxes of all materials and cost of all labour with T & P required for the work complete.

Brick masonary in cement mortar (1:6) using Flyash Bricks of size 10"x5"x3" having crushing strength not lessthan 75 Kg/Cm2 in Foundation and Plinth after immersing the bricks for six hours in water before use in all floors with all necessary projection, cutting mlulding, corbelling, champering, watering and curing including cost conveyance, royalties and taxes of all materials and labour T&P required for the work etc.complete as per the direction of Engineer in Charge.

Brick masonary in cement mortar (1:6) using Flyash Bricks of size 10" x 5" x 3" having crushing strength not lessthan 75 Kg/Cm2 in super structure after immersing the bricks for six hours in water before use in superstructure in all florrs with all necessary projection, cutting mlulding, corbelling, champering, watering and curing including cost conveyance, royalties and taxes of all materials and labour T&P required for the work etc.complete as per the direction of Engineer in Charge.

Cement concrete of proportion (1:2:4) with 12mm (1/2") size hard granite crusher broken chips including watering curing, cost, conveyance, royalties and all taxes of all materials labour with T&P required for the work etc.complete as per direction of Engineer-in-charge.

4cm thick grading concrete (1:2:4) on roof slab using 12mm & downgraded size hard granite chips for old work including providing chicken mess with cost, conveyance, royalties and all taxes of all materials and cost of all labour with T & P required for the work complete.

6mm thick cement plaster (1:4) to RCC surfaces finished smooth including closed deep chipping and slurry treatment with cost, conveyance, royalties and all taxes of all materials and cost of all labour with T & P required for the work complete.treatment.

16mm thick cement plaster (1:6)in finished smooth to outside smooth surface of brick walls afrer racking out joints including watering and curing etc.complete with cost,conveyance royalties,all taxes and cost of all materials and cost of all labour with T&P requred for the work complete. as per the direction of Engineer in Charge.

12mm thick cement plaster (1:6)in finished smooth to outside smooth surface of brick walls afrer racking out joints including watering and curing with cost, conveyance taxes and royalties of all materials and cost of all labour with T&P requred for the work complete as per the direction of Engineer in Charge.

Supplying fitting & fixing of MS doors, windows, grill & grill gate including cost conveyance and taxes of all materials, cost of all labour,T&P required for the work etc. complete as per the direction of Engineer in Charge.

Distempering two coats of approved shade including cost conveyance taxes of distemper and cost of all labour with T&P required for the work etc.complete as per direction of Engineer in charge.

Wall painting two coats with any approved quality of Weather seal coat to give an even shade including cost of all materials,labour, T&p required for the work complete.

Earthwork in stoney earth and gravel mixed wiyh stone boulders not exceeding .014cum in volume with initial lead and lift including rough dressing and breaking clods upto 5cm to 7cm size and laying in layers each layer not exceeding 0.3m in depth etc. com

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