WB/057/BDOKNT/25-26/SL-01

PWD(WB), BUILDING WORKS, Page-10, Item-2 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. In ground floor including roof. (a) upto 150 mm. thick

PWD(WB), BUILDING WORKS, Page-22, Item-35 B(II) Cement concrete with 30 mm down graded shingles excluding shuttering.)(B) With N.B. Variety stone metal. In ground floor (a) 1:3:6 proportion

PWD(WB), BUILDING WORKS, Page-26, Item-10 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. (ii ) River Bazree

PWD(WB), BUILDING WORKS, Page-44, Item-40 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, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL

PWD Building Schedule Page- 138 Item- 10a Square or hexagonal mesh netting made with 18 B.W.G. galvanised wire, fitted and fixed complete as per design (excluding the supporting framework but including local sal wood battens of siz 37.5mmx25mm). In ground floor. 25 mm mesh

PWD(WB), BUILDING WORKS, Page-42, Item-36 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) When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge.

PWD(WB), BUILDING WORKS, Page-189, Item-1 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] (ii) With 1:4 cement mortar b) 15 mm thick plaster

PWD(WB), BUILDING WORKS, Page-104, Item-13 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. (i) Grill weighing above 10 Kg./sq.mtr and upto 16 kg/ Sq.Mt

PWD(WB), BUILDING WORKS, Page-200, Item-1 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.

(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

PWD(WB), BUILDING WORKS, Page-200, Item-2 (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 :(a) On timber or plastered surface With other than hi-gloss of approved quality: iv) Two coats (with any shade except white)

(b) On steel or other metal surface : With other than hi-gloss of approved quality- (iv) Two coats (with any shade except white)

PWD(WB), BUILDING WORKS, Page-48, Item-6 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. i) For trusses spanning up to 12.00 m

PWD(WB), BUILDING WORKS, Page-192, Item-15 Neat cement punning about 1.5mm thick in wall,dado,window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

PWD(WB), BUILDING WORKS, Page-197, Item-15 Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.

PWD(WB), BUILDING WORKS, Page-198, Item-5 Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) i) Upto 4th floor

PWD(WB), BUILDING WORKS, Page-196, Item-10 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats

PWD(WB), BUILDING WORKS, Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, includinglighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.

PWD(WB), BUILDING WORKS, Page-74, Item-48© Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material.[Border concrete if necessary to be paid separately].Note: Sub-grade CBR should not be less than 5. (b) 50 mm thick interlocking designer concrete paver block M-30 grade for non-traffic zone,buiding premises,garden,parks,domestic drive as per IS: 15658- 2006 (over 20-30 mm medium sand bed on 200mm thk bound gnaular /granular base course including cost of sand for sandbed but excluding cost of base course & subgrade preparation.)

Bala model paint star media as per submitted voucher

Swing for childrens as per submitted voucher

Seesow as per submitted voucher

Slider as per submitted voucher

Indoor play equipments with hight measures scale as per submitted voucher

wooden Table 1 no and Plastic Chair 4 nos.

sanitary and Plambing work

Add:- GST @ 18%

Add:- Labour Welfare Cess @ 1%