Zilla Parishad Tender

Cement concrete with 30 mm down graded shingles excluding shuttering N.B. Variety In ground floor (a) 1:3:6 proportion

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.

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)

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 with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction.For works in foundation, basement and upto roof of ground floor/upto 4m..

Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia Jor L. hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (i) In Roof- a) With 0.60 mm thick sheet

MS. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1957 & 15:1161-1958) 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 are welding conforming to IS 8161956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814-1957, 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 (ruch as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m./ 2nd floor level from the ground. Add 15% extra over the rate for each additional floor or 4m. beyund the initial 8 m. or part thereof. i) For roof truss works

Galvanised iron sheet ridging fitted with necessary bolts, screws, washers ete complete. (225mm end lapping)

125 mm. thick brick work with Ist class bricks in cement mortar (1:4) in ground floor…

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding-off corners as directed and raking out joints or roughening of concrete surfaces etc. scaffolding/staging where necessary(ground floor) ii) with 1:6 cement mortar a) 15mm thick plaster

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m

White washing inchading cleaning and smoothening surface thoroughly. (b) Two costs to be done on specific instruction)

Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fimed complete and packing the hole with cement concrete or comment grout and 16 dia bolt (a) 300 mm long

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand paperirig et

Painting of Display Borad

GST @ 18% of gross amount

Labour Welfare Cess @ 1% of gross amount