Construction of R.W. Section office Beguniapada-I for the year 2025-26-Building

Earth work in excavation of foundation in hard or gravelly soil with initial lead and lifts including dressing and leveling the bed of the foundation to the required width and required depth including shoring shuttering,propping bullah,pilling,dewatering from foundation supplying and working of pumps including hire & running charges of pumps & all machinaries required for the work & stacking the excavated materials away from the working areas with cess complete as per specification & direction of the Engineer-in-Charge

Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty additional charges, DMF 10% & EMF 5% over royalty & taxes of all materials & cost of all labour & T&P required for the work complete (measurement will be taken for compacted section) as per direction of Engineer-in-Charge.

Providing Cement concrete (1:3:6) in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 4cm size hard granite metal of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers not exceeding 15cm thick compacting with proper packing to proper slope and level including watering, curing and cost, conveyance, Cess royality, additional charges, DMF 10% and EMF 5% over royalty taxes of all materials etc. with all labour and T and P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer in charge

Fly Ash brick Masonary in cement mortar (1:6) in foundation/superstructure using fly ash brick of 23cmx11cmx8cm size bricks having crushing strength in between 75 kg to 100kg per sq .cm with diamantion tolerance + 8% including splays cutting circular moulding chamfering and corbelling watering and curing for 7days after immersing the bricks in water for six hours before use etc.complete including cost, conveyance, royalties DMF (10% over Royality),EMF(5% over Royality)& Addl.charges and all type of taxes of all materials and labour, T and P required for the work etc. complete as per specification direction of the E.I.C. i. Foundtion

ii. Super Structure

RCC of design mix of M-250 grade of controlled qulity having cube strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves, fan hooks wherever necessary including cost, conveyance royalties, DMF (10% over Royality),EMF(5% over Royality)& Addl.charges Cess and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) i. Column Base

ii. Grade Beam

iii. Lintel

iv. Column

v.Beam