19(NIeT)/PRDD (15CFC)/ZP/T/UtF)/GTA/2025-26

Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.Depth of excavation exceeding 1500 mm

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150mm including watering and ramming etc. layer by layer complete.With earth obtained from excavation of foundation

Single brick flat soling picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

Cement concrete with 30mm down graded shingles excluding shuttering.(a) 1:3:6 proportion

Plum concrete work with 40% cement concrete with 30mm down graded stone metal and 60% stone boulder of size 150mm and above, placed in position as directed excluding shuttering if any.(1:3:6) proportion

Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes . (b) river bazree

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape placing in proper position and binding with16G black annealed wire at every intersection as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m

Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs,beams,columns,lintels curved or straight including fitting , fixing and striking out after completion of works(upto roof of ground ground floor) 25mm to 30mm thick wooden shuttering as per decision & direction of Engineer-In-Charge

125 mm thick brick work with 1st class bricks in cement morter (4:1) in ground floor in ground floor

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (c) 15 mm thick plaster Internal Plaster Upto 4th Floor

M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.i) For roof truss works The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete.

Galvanized plain sheet work (excluding the supporting frame work) fitted and fixed with 6 mm dia J or L hook - bolts and nuts, sheet bolts, limpet and bitumen washers and putty 150mm end lap & 50mm minimum side lap complete. In wall . b) with 0.63mm thick sheet

Wood works in doors and windows frames fitted and fixed in position including a protective coat of painting at the contact surface of the frame excluding cost of concrete, Iron Butt Hinges and MS clamps.Other Local Wood

Panel shutters of doors and windows as per design (each panel consisting of single plank without joint) including fitting and fixing the same in position but excluding the cost of hinges and other fittings. In ground floor

Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings in ground floor.(a) 32mm thick shutters (single leaf)

Supplying, fitting and fixing M.S. clamps for fitting doors & windows frames made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction.40mm x 6mm, 250mm long

Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.(Add Extra 30% for Oxidised Fittings) (viii) 100mm. X 75mm. X 3.50mm.

Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete:(a) With continuous plate base (Hexagonal/ Round rod) vii) 150mm grip x 12 mm dia rod

Anodised aluminium skeleton bolt of approved quality manufactured from extruded section confirming to IS specification (IS 204/74) fitted and fixed with cadmium plated screws:(vi) 450mm long x 12mm dia. bolt.

Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:(v) 150mm long x 12mm dia. bolt.

M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete.i) For roof truss works

Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10mm dia J or L hook - bolts, limpet and bitumen washers and putty complete with 150mm end lap at one and one corrugation minimum side lap. In roof . a) with 0.63mm thick sheet

Galvanised iron sheet ridging fitted with necessary bolts,screws, washers etc. complete. (225mm end lap) 450mm lapping each way . ( c ) With 0.80mm sheet

Galvanised iron sheet eaves gutter fitted and fixed with necessary 50mm x 6mm MS flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63mm sheet (b) 300 mm wide gutter

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