Department Of School Education Tender

Ordinary Cement concrete(mix 1:1.5:3)with graded stone chips (20mm nominal size) excluding shuttering and reinforcement in any, in ground floor as per relevant IS codes. (ii) River Bazree a) Computer bldg------- b) B- block-------- c) col. Comp. Blgd stair room---------- d) connecting stair comp.-vocational------------------

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. a) For works in foundation and upto roof of ground floor/upt 4 m a) Tor steel/Mild steel

125 mm thick brick work with 1st class bricks in cement morter (1:4) in ground floor. a) Computer bldg --------- b) B- block -----------

15mm thick plastering to( wall, floor, ceiling etc) with composite morter of sand and cement including round off or chamfering corners as directed and ranking out jointsand roughening of concrete surface including throating, nosing and drip course where necessary (ground floor) (ii) with 1:4 cement morter. a) Computer back wall ---------------- b) Computer gr. Floor------------- c) Computer bldg beam--------- d) Computer stair room------------ e) Computer to vocational bldg----

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor 3mm thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement iii) 25mm. Thick sing grey cement a) Computer room------- b) B- block floor-------------

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 are 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 chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis 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 election 8m/ 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. Beyond the initial 8m or part thereof. i) For trusses spanning up to 12.00 m

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 and one corrugation minimum side lap.( Payment to be made on area of finished work)(GCI sheet supplied by contactor (i) In Roof:- a) With 0.60 mm thick sheet

Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6m height for external wall) (i) 3mm thick (weighing 7.4kg/Sq.m)

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 & 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 10kg/sq.mtr and up to 16kg/sq.mtr

40 mm thick damp proof course with cement concrete (1:5.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat complete (cost of water proofing compound and non toxic paint to be paid separately) for underground water retaining structures .( water proofing as per item no 9 and non toxic paints as per item no. 8 (b) of subhead C of section ‘C’ )

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: iv) Two coats (with any shade expect white)

Acrylic distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer ( as per manufacturer’s specification ) including cleaning and smoothening of surface. Two Coats

Colour washing with any shade with strainers, as required including cleaning and smoothening surface thoroughly: (ii) External surface (Ground floor) (a) One Coat (b) Other than yellow, pink

G.S.T @ 5%

CESS @ 1%