WD/2025-26/3T-1/933

I.R.C FABRIC MASH FENCING AROUND THE BOTANY DEPARTMENT UNDER KALYANI UNIVERSITY.

Fixing post of iron or precast concrete by digging hole in the ground (in all sorts of soil) and embedding the same by packing the hole with cement concrete (1:3:6) (with jhama khoa. For Purulia, Bankura and Darjeeling Hill by Pakur Variety, Local Black Hard Stone & Bazree respectively) and finishing the top surface toregular shape (as directed) with 15 cm cement plaster (1:6)complete, including the cost of concrete, plaster etc.but excluding the cost of the post : (b) Depth exceeding 500 mm. but not exceeding 600 mm. (Cement -9.65 kg/No.) 135.00 Mtr=34Nos 39.00 Mtr=10Nos 32.00 Mtr=8 Nos 2.00 Mtr=0 Nos 43.00 mtr=11 Nos 52.00 Mtr=13 Nos 30.00 Mtr=7.0 Nos =83 Nos

(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) (i) Grill weighing above 16 Kg./sq. mtr. Fencing Length=333.00 Less- gate(Big)=2.53m Less gate(small)=2.00 Piller-5x0.25 =1.25m =5.78 m (333.00-5.78)=327.22 Mtr Angle: 35mmx35mmx3mm=83Nos Each angle=2.27 mtr.Say 188.41Mtr. @1.60 Kg/mtr=301.45 Kg Gate:Big=2.53mx1.67m=1 no Regtangualr Hollow Section(50mmx30mmx2.4mm) 2x2.53=5.06mtr 4x1.67=6.68mtr 4x1.00=4.00mtr 4x1.67=6.68mtr =22.42 mtr @2.81Kg/mtr=63.00 kg. Regtangualr Hollow Section(20mmx20mmx2.0mm) 1.67x20 nos big gate=33.40 Mtr. @1.12Kg/mtr=37.40 kg 1.67x16 nos small gate=26.72 Mtr @ 1.12 Kg/mtr=29.92 Kg Angle 25x25x3 2x327.22 =654.44 mtr @0.88kg/mtr=575.90 Kg Pati=20mmx5mm 327.22=81 Nos 81.00x1.67=135.27 Mtr @0.785kg/mtr=106.18 kg =1113.85 kg

Supplying fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc complete (excluding the cost of battens). In ground floor. (f) 75mm x75mm x 4.5mm x 4.5mm 135.00+39.00+32.00+2.00+43.00+52.00=303.00 Mtr Less=2.53x1=2.53 Mtr =1.0x2 =2.00 5x.25 =1.25 Mtr =5.78 Mtr (333.00-5.78)=327.22 Mtr 327.22x1.67=536.64m2

Welding in M.S. structural work with gas or electric: (a) Tack weld 327.22/0.90=364.00 Nos 2x364.00=728.00

Welding in M.S. structural work with gas or electric: (b) Continuous weld 0.50x298.48=149.24.02say=194.00

(a) Priming one coat on steel or other metal surface with synthetic oilbound primer of approved quality including smoothening surfaces by sand papering etc.

(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary . (b) On steel or other metal surface :With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)

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 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm 3x.45x.45x.45=0.273 m3 2x0.6x0.60x0.60=0.432 m3 1x2.53x0.30x0.45=0.341m3 2x1.00x.30x0.45 =0.270 m3 =1.316 m3

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. 1x2.53x0.45=1.13 m2 2x.60x.60 =0.72m2 3x0.45x0.45=0.60m2 3x1.0x.30 =0.90 m2 =3.35m2

Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion 3x0.45x0.45x.075=0.045 m3 2x0.60x0.60x.075=0.054 m3 1x2.53x0.30x.075=0.056m3 2x1.00x0.30x0.075=0.045m3 =0.200m3

Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth 3x0.45x0.45x0.30=0.182m3 2x1.00x0.25x0.30=0.150m3 3x1.67x0.25x0.25=0.313 m3 =0.645m3

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] (i) With 1:6 cement mortar (b) 20 mm thick plaster 5x2(0.25+0.25)x1.67=8.35 m2 5x0.25x0.25 =0.31 m2 1x2.53x0.25 =0.63 m2 2x1.0x0.25 =0.50 m2 =9.79 m2

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety Ground Floor 2x0.60x0.60x0.20=0.144 m3 2x0.60x0.60x0.275=0.198 m3 2x1.67x0.25x0.25 =0.104 m3 2 0.446 m3

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. 2x(0.60+0.60)x2x0.275=1.32 m2 2x2(0.25+0.25)x2x1.67=3.34 m2 =4.66 m2

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc 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 with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (i) Tor steel/Mild Steel II. Other than SAIL/ TATA/RINL Ground Floor 10mm # Rod 2x10x0.60=12.00 mtr @0.617 kg/mtr=7.40 kg 12mm# Rod 2x4x2.52m=20.16 mtr 1x4x2.53m= 9.40 mtr. =29.56 mtr @0.888 kg/mtr=26.24 kg Ring:8mm# Rod 47x1.1=51.70 mtr @0.395 kg/mtr=20.42 kg =54.06 kg

Applying Exterior grade Acrylic primer of approved quality and brandon plastered or cencrete surface old or new surface to receivedecorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly,complete as per manufacturer's specification and as per direction of the EIC. (a) One Coat

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. a) Normal Acrylic Emulsion

Add GST 18% on Total Amount From Item Sl. No. 2 to 18

Add Labour Cess 1% on Total Amount From Item Sl. No. 2 to 19