Birsingha Development Authority Tender

Wood work for doors & windows frames including joinery works and cutting rebate as required supplied fitted & fixed comple as per direction of E.I.C.(local wood) -Neem,Jam etc P.W.D (Building), Page - 114, It. - 1(d)

Panel shuttering of doors & windows as per design with panelmade of railing type pattern including supplying fitting fixing shutter in position but excluding the cost of hingfhes and other fittings. P.W.D (Building), Page - 117, It. - 1(iii) (b)

Neat cement punning about 1.5 mm thick in wall, dado, window sills, floor drain etc. Note:Cement @ 0.152 cum./% sqm. P.W.D (Building), Page - 192, It. - 15

Cement washing including cleaning and smoothening surface thoroughly (cement to be used @15 kg./100 sq.m. of surface for one coat and @25 kg./100 sq.m of surface for two coats): (b) Two coats (on new works only). P.W.D (Building), Page - 195, It. - 5

Dry Distemparing to interior walls or ceiling including cleaning, washing, smoothening surface. (b) Two coat P.W.D (Building), Page - 196, It. - 9

Artificial stone floor in dado staircase etc. with cement concrete (4:2:1) with stone chips of approved quality laid in panels as directed including necessary leveling course with topping made with ordinary cement ( white texture) and sand in proportion (2:1) including smooth finishing and rounding of corners including application of cement slurry before flooring work using cement @ 1.75 Kg./sq.m all complete including all materials and labour in Ground floor. a) 3 mm thick topping ( high polishing by grinding on this item is not permitted ) with ordinary cement. ii) 25 mm thick. P.W.D (Building), Page - 22, It. - 4

Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). (i) In Roof:- a) With 0.5 mm thick sheet

M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected 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 reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs 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 height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. P.W.D (Building), Page - 100, It. - 2(i) i) For trusses spanning up to 12.00 m

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