S/R to R.I. Office Building Pentha in the District of Kendrapara for the year 2025-2026

300 mm dia pile foundation in all kinds of soil to a depth of 3.00 mt. from original ground level with RCC M30 using 20mm down graded size black hard granite (crusher broken) stone chips including cost of boaring and cost of all material, labour, T&P etc. all complete but excluding cost of M.S/ Tor steel & labour charges for cutting, bending and binding of steel and as per the direction of the Engineer- in-charge .

Earth work in excavation in foundation hard soil including earth mixed with boulder (except sheet rocks and boulder requiring blasting) with all leads and lifts including dressing and levelling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour and T&P and dewatering if required for the work etc., complete and as per specification and direction of the Engineer-in-Charge.

Supplying filling in foundation and plinth with sand in layers not exceeding 23cum (9") thick including watering and ramming with the cost, conveyance, royalties, taxes of all materials and labour with T&P required for the work etc., complete as per specification and direction of the Engineer-in-Charge.

Cement concrete of proportion (1:3:6) in foundation and floors using 4cm (3/4") 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 and curring 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 specification and direction of the Engineer-in-Charge.

Brick work with Flyash bricks 25cm x 12cm x 8cm having crushing strength not less than 75 Kg/cm2 with dimensional tolerance + 2 percent in cement mortar (1:6) in foundation 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 specification and direction of the Engineer-in-Charge. in foundation.

C.C. (1:2:4) with 12 mm size h.g. c.b. chips 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 and curring 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 specification and direction of the Engineer-in-Charge.

RCC wok of M-30 grade with 20mm downgraded size hard granite chips including hoisting and laying and compacting concrete by using vibrator with watering and curing for 28 days, centering and shuttering and finishing the exposed surface smooth providing grooves or beads where ever necessay including cost, conveyance, royalties and taxes of all materials and cost of all labour with T&P required for the work etc. complete in all respect but excluding cost of M.S.Rods or Tor Steel and binding wires and labour charge for bending binding and tying the grills etc.complete in all respect as as per the specification and direction of the Engineer-in-charge.Pile Cap

Grade Beam

Column

Providing HYSD bar reinforcement for R.C.C. work including Straightening, cutting, bending, binding, welding, tying the grills, laying and placing in proper position as per approved design and drawing including cost, conveyance of 18 to 20 gauge binding wire, cost and conveyance of HYSD bars of Fe 500D complete in all respect as as per the specification and direction of the Engineer-in-charge.

Fly ash brick masonary in cement mortar (1:6) in foundation and plinth using fly ash brick of size 25cmx12cmx8cm having crushing strength not less than 75 kg/ sqcm with immersing the bricks for minimum 6 hours in water before use with necessary projections, splays, cutting, circular moulding, corbelling etc. including cost, conveyance, taxes, royalties of all materials and all labour, T&P etc. for scaffolding, watering and curing etc. complete as per the specification and direction of the Engineer-in-charge. In Superstructure

12mm thick cement plaster in cement mortar (1:6) finished smooth to outside surface of brick walls after racking out joints including watering and curing with cost, conveyance, royalty and taxes of all materials with cost of all labour, T&P etc. required for the work complete as per the specification and direction of the Engineer-in-charge.

16mm thick cement plaster in cement mortar (1:6) finished smooth to inside surface of brick walls after racking out joints including watering and curing with cost, conveyance, royalty and taxes of all materials with cost of all labour, T&P etc. required for the work complete as per the specification and direction of the Engineer-in-charge.

Wall painting two coats with weather seal coat pint over coat of primer approved shade on wall surface including cost of weather coat and all materials labour T & P etc complete. with cost and conveyance of all materials and labour with T&P required for the work with all taxes and royalties etc., complete in all respect as per specification and direction of the Engineer-in-Charge.

Earth work in excavation in foundation in all kinds of soil including earth mixed with boulder (except sheet rocks and boulder requiring blasting) with all leads and lifts including dressing and levelling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour and T&P and dewatering if required for the work etc., complete and as per specification and direction of the Engineer-in-Charge.

Supplying filling in foundation and plinth with sand in layers not exceeding 23cum (9") thick including watering and ramming with the cost, conveyance, royalties, taxes of all materials and labour with T&P required for the work etc., complete as per specification and direction of the Engineer-in-Charge.

Cement concrete of proportion (1:3:6) in foundation and floors using 4cm (3/4") 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 and curring 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 specification and direction of the Engineer-in-Charge.

C.C. (1:2:4) with 12 mm size h.g. c.b. chips 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 and curring 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 specification and direction of the Engineer-in-Charge.

Supplying of G.I Pipe (medium) as per IS 1239 specification complete as per specification and direction of the Engineer-in-Charge. labour charges for the work complete in all respect as per the specification and direction of the Engineer-in-charge. 4" Pipe

Fixing G.C.I. sheet in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc.excluding cost of fitting but including cost of all materials etc.with cost and conveyance of all materials and labour with T&P required for the work with all taxes and royalties etc., complete in all respect as per specification and direction of the Engineer-in-Charge.