Construction of compound wall for EVM Ware house at Jajpur in the District of Jajpur for the year 2025-26.

Earth work in excavation hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to miximum 5cm to 7cm and laying in layers not exceeding 0.3m depth with cost of all labour T&P etc complete. as per direction of Engineer-in-Charge.

Sand filling in foundation and plinth including cost of all material, labour, conveyance, loading and unloading, taxes, royalties, sundries, tools and plants etc. complete as per the driection of the Engineer in Charge

Filling area with excavated earth materials including labour. conveyance, loading and unloading, taxes, royalties, sundries. tools and plants etc. complete as per the driection of the Engineer in Charge.

Cement concrete of proporation (1:3:6) in foundation and floors using 4cm.(11/2”)size clean hard black broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm.(6”)thick to the required level ramming, watering, curing etc. complete including cost and conveyance of all materials with all taxes and royalties and all labour with T&P required for the work etc. complete, including dewatering if required as per direction of the Engineer-in-charge.

Providing lifting, hoisting and laying R.C.C. of M-20 Grade to base of columns and footing, columns, beams, plinth band, lintels, chajja, shaft, fins, roof slabs, balconies, stair cases, parapets window sills, lofts, railing, jally, copping or in places as shown in the drawing for all floors with 20mm and down graded size black hard crusher broken ships of approved quality from approved quarry including mixing and vibro compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth (if required providing plaster with cement mortar (1:4) wherever necessary without any extra cost) including rigid smooth centering and shuttering. scafolding, watering (excluding reinforcement bars) and curing for required period including cost of all material labour conveyance royalty loading and unloading etc complete A) Base footing

B) Column

C) Plinth Beam

D) Lintel Band

Supplying ,Cutting, Bending, Binding, Straightening, Placing HYSD bars confirming to grade I.S.1786-1985 (Fe-500) in CD works, retaining/toe wall and other structures as per drawing and technical specification and as per Section.900, 1000, 1600, 2100, 2200 & 2300 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Fly ash brick (25mx12mx8m) masonry in cement mortar(1:6) after immersing bricks for six hours in water before use in foundation and plinth with all necessary projections using Bricks of 10” size having a crushing strength between 75Kgs/Sqcm with dimensional tolerance + 8 percent . Including splays cutting, circular moulding, chamfering, corbelling and similar such types of works with all necessary projections watering and curing. complete including cost and conveyance, royality & taxes of all materials and labour with T&P required for the work with all etc. complete in all all respect in all floors with all other specifications as per the direction of Engineer-in-charge.