Construction of Boundary Wall and site development work of RW Sub-Division office at Tangi for the year 2026-27_building

Earth work in excavation of foundation in hard soil including dressing of sides and levelling the bed upto the required depth and depositing the excavated materials away from the work site within 50mm initial lead & 1.5m intitial lift including cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Providing and filling in foundation and plinth with sand including watering & ramming with cost, conveyance, royalities of all materials with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and cost of labour, T&P, etc. required for the work complete as per specification & direction of the Engineer-in-charge.

Providing and laying of cement concrete of prop. (1:3:6) using 4cm size black hard granite crusher broken stone aggregate including watering, curing and ramming with cost, conveyance, royalities of all materials with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Masonry work using Flyash Bricks of size 250mm X 125mm X 80mm having crushing strength not less than 75 kgs/ cm2 in cement mortar (1:6) in foundation and plinth with portland slag cement (PSC) immersing the bricks for minimum 6 hours in water before use with necessary projections, splays, cutting, circular moulding, corbelling etc. including cost, conveyance, royalities of all materials with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount, loading and unloading of all materials and all labour for scaffolding, watering and curing, sundries, T&P etc complete as per specification & direction of the Engineer-in-charge.

Masonry work using Flyash Bricks of size 250mm X 125mm X 80mm having crushing strength not less than 75 kgs/ cm2 in cement mortar (1:6) in Super Strcutre with portland slag cement (PSC) immersing the bricks for minimum 6 hours in water before use with necessary projections, splays, cutting, circular moulding, corbelling etc. including cost, conveyance, royalities of all materials with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount, loading and unloading of all materials and all labour for scaffolding, watering and curing, sundries, T&P etc complete as per specification & direction of the Engineer-in-charge.

R.C.C of design mix M-25 having minimum cube strength of 250Kg./sqcm. on 150mm. cube at 28 days with clean crusher broken hard granite chips of 20mm and downgraded size of approved quality from approved quarry using minimum quantity of cement as per clause 303.5 of IRC-21/2000 & IS-456/2000 including hoisting,lowering & laying concrete in layers not exceeding 15cm in thick to the required thickness & compacting each layer by means of vibrator as per direction of the Engineer-in-Charge including watering & curing for 28 days including water tight shutterng & finishing the exposed surface smooth, providing grooves & beads where necessary with working of pumps, dewatering if required & other T&P machineries as may be required for the work including cost, conveyance royality of all materials with all leads and lifts required for the work complete in all respect including cost of all labour but excluding cost, conveyance of MS/Tor Steel labour for straightening, cutting, bending, binding & tying the grills & placing in proper position as per specification & approved drawing (to be paid separately as required for R.C.C. works). i) Column Base & Footing

i) Column

ii) Plinth Band

Cutting, straightening coiled or bent up M.S. rods, HYSD steel or Tor Steel of grade Fe-500-D confirming to I.S.-1786 - 1985 welding or jointing if necessary, bending, binding, tying the grills as required for RCC works, and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance, loading, unloading of M.S. rods, HYSD steel or Tor steel and binding wires of 18 to 20 gauge required for the work including cost of all materials, labour charges, sundries, T&P etc. and scaffolding complete in all respect as per specification and direction of the Engineer-in-Charge (payment will be made according to the actual weight of M.S. rod or HYSD steel or Tor steel & binding work consumed in the work)

12 mm. thick cement plaster in c.m.(1:6) to outside surface in all floors at all height with approved grade of cement and with screened and washed sharp sand for mortar and finished smooth to the rough surface of brick masonry walls after racking out joints including watering and curing, rounding of corners etc. complete with cost, conveyance, loading, unloading, royalties of all materials with additional charges as decieded by the District Administration,DMF & EMF @15% on royality amount, cost of all labour, T&P, sundries and scaffolding required for the work etc. complete with providing grooves as per specification and direction of the Engineer in charge.