S/R to Blood Bank, New Radiology and V.R.D.L, SCBMCH, Cuttack (Such as Fire Fighting Door, Brick work, RCC Lintel, etc) for the year 2026-27

Fly Ash Brick masonry using Fly Ash Bricks (25cmX12cmX8cm) having crushing strength not less than 75Kg/sqcm with dimensional tolerance +2% in cement mortar (1:6) after immersing the bricks for six hours in water before use in SUPERSTRUCTURES in all floors including splays, cutting, circular moulding, corbelling, champhering and similar such type of works, scaffolding, watering, curing, including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. (A)First floor

(B)Second floor

(C )Third floor

R.C.C work of M-20 Grade in LINTEL having a minimum compressive strength (in work test) 200kg/sqcm in 15cm cubes at 28 days after mixing and test conducted in accordance with IS 456 and IS516 using 20mm down graded size black hard crusher broken granite stone chips as per the design mix of approved quality and from approved quarry including hoisting, lowering, laying and compaction by using vibrators, watering, curing for 28days, centering, shuttering and finishing the exposed surface smooth, providing grooves or beads where necessary including cost, conveyances, royalties, 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 MS Rod or tor steel and binding wires & labour charges for bending binding and tying the grills etc. as per specification and direction of the Engineer-in-Charge. (A)First floor

(B)Second floor

(C )Third floor

Cutting, straightening coiled or bent up M.S. Rod or tor steel (TATA/ SAIL/Vizag/ Zindal etc)including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge. (A)First floor

(B)Second floor

(C )Third floor

Providing, fixing of 120minutes of metal fire rated doors as per IS:3614 part-2:1992 for stability and integrity. Pressed Galvanised steel confirming to IS:277 specification. Door tested and approved ARAI (Automative Research Association of India, Pune) for maximum rating of 2hrs. Door frame shall be Double rebate profile of size 139 X 57mm made out of 1.20mm minimum thick galvanised steel sheet depends on single and double leaf door. There should be bottom membrane in the frame for proper alignment. Provision should be kept for grouting with cement and sand slurry necessary for fire doors on the clear masonry opening. Door leaf should be 43mm thick fully flush double skin door. Door leaf shall be manufactured from 0.8mm thick galvanised steel sheet depends on single or double leaf door. The internal construction of the door should be rigit reinforcement pads for receiving appropriate hardware. The infill material shall be resin bonded honeycomb core. All doors shall be factory prepared for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door closers, painting system will be powder coating finished including cost, conveyance, taxes of all materials, cost of labour with T&P requried for the work etc complete as per specification and direction of Engineer-in-charge.