Municipal Affairs Department Tender

Cement concrete with graded jhama kho (30 mm size) excluding shuttering In ground floor and foundation.

a) 1:3:6 proportions.

Brick work with 1st class bricks in cement mortar (1:6)

b) In superstructure , ground floor

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

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. JSW/JSPL/SHYAM/SRMB/SSL/BMASL/ELECTROSTEEL

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

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 m thick wooden shuttering as per decision & direction of Engineer –In- Charge.

Galvanized corrugated iron sheet work (excluding the supporting frame work ) fitted and fixed with 10 mm . dia J or 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)

(a) With 0.60 mm thick sheet

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)(c ) 15 mm thick plaster.

Neat cement punning about 1.5mm thick in wall , dado , window sill , floor etc.

White washing including cleaning and smoothening surface thorough.

(b) Two coats ( to be done on specific instruction )

(a) Priming one coat on steel or other metal surface with synthetic oil bound 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. (ii) Two Coats ( white in shade)

M.S. structural works in roof trusses with tubular sections conforming to IS:806-1968 & IS : 1161-1998 connected to one another with bracket , gusset cleats as per design , direction of Engineer-in-charge complete including cutting to requisite size , fabrication with necessary , 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 rolled steel section , consumables such as electrodes , gas and hire charge of all tools and plants and labour required for the work including all incidental charges such as electricity charges, labour insurance charges etc. Payment to be made on the basic of calculated weight of structural tubular members as specified in relevant 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 height of erection 8m./2 nd floor level from the ground. Add 1.5% extra over the rate of each additional floor or 4m. beyond the initial 8m. or part thereof.

(i) For trusses spanning up to 12.00 m

M.S. structural works on columns , beams etc. with simple rolled structural members (e.g. joists , angle , channel sections conforming to IS : 226 , IS: 808 & SP(6)-1964 connected to one another with bracket , gussets , cleats as per design , direction of Engineer-in-charge complete including cutting to requisite shape and length , fabrication with necessary bolting , metal etc welding conforming to IS: 816-1969 & IS : 1995 using electrodes of approved make and brand conforming to IS :814-2004 , haulage , hoisting and erection all complete. The rate includes the cost of rolled steel section , consumables such as electrodes , gas and hire charge of all tools and plants and labour required for the work including all incidental charges such as electricity charges , labour insurance charges etc. (I) Weighing less than 22.5 kg/m

Add GST @ 18%

Add Cess @ 1%