| 1 | 1 | 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.\n(i) Pakur Variety\na)Ground Floor [Ref : P.W.D.(Bldg.), Page-26, Item No. 10] | | 32.4 | Cu.M.\n |
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| 2 | 2 | Hire and labour charges for shuttering withcentering 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)\n(a) 25 mm to 30 mm thick wooden shuttering\nas per decision & direction of Engineer-In- Charge.\ni) Ground Floor [Ref : P.W.D.(Bldg.), Page-42, Item No. 36] | | 228.5 | Sq.m |
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| 3 | 3 | Brick work with 1st class bricks in cement mortar (4:1) (b) In superstructure, ground floor i) Ground Floor [Ref : P.W.D.(Bldg.), Page-15, Item No. 7] | | 47.6 | M3 |
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| 4 | 4 | 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.\n(a) For works in foundation, basement and\nupto roof of ground floor/upto 4 m\n(i) Tor steel/Mild Steel I. SAIL/ TATA/RINL\n[Ref : P.W.D.(Bldg.), Page-43, Item No. 40] | | 2.8 | M.T.\n |
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| 5 | 5 | 125 mm. thick brick work with 1st class bricks in cement mortar (4:1) in first floor. [Ref : P.W.D.(Bldg.), Page-16, Item No. 16] | | 82 | M2 |
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| 6 | 6.1 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor). (ii) With 4:1 cement mortar.i)Ground floor (a) 20 mm thick plaster | | 178.6 | M2 |
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| 7 | 6.2 | (b) 15 mm thick plaster\n | | 230.2 | M2 |
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| 8 | 6.3 | (c) 10 mm thick plaster\n[Ref : P.W.D.(Bldg.), Page-189, Item No. 1] | | 57.5 | M2 |
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| 9 | 7 | Artificial stone in floor, dado, staircase etc. with cement concrete (4:2:1) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (2:1) including smooth finishing and rounding off corners and including application of cement slurry before flooring works,using cement @1.75 kg./sq.m. all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted) with ordinary cement. (iii) 35 mm. thick.[Ref : P.W.D.(Bldg.), Page-48, Item No. 6] | | 60 | M2 |
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| 10 | 8 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).\n(c) Sal : Siliguri.\n[Ref : P.W.D.(Bldg.), Page-114, Item -1] | | 0.26 | Cu.M\n |
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| 11 | 9 | Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings.\nIn ground floor.\n(In case of non-supply of single plank, penal rate of reduction of 20% will be made)\n(iii) 35mm thick shutters with 19mm thick\npanel of size 30to 45 Cm.\n(a) Ordinary Teak Wood.\n[Ref : P.W.D.(Bldg.), Page-117, Item -1] | | 21.7 | Sq.M |
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| 12 | 10 | (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.\n(Add extra @ 1% for each addl. floor upto\n4th floor and @ 1.25% for each addl. floor above 4th floor) (ii) Grill weighing above 16 Kg./sq.mtr and\nabove\n[Ref : P.W.D.(Bldg.), Page-104 Item No. 13]\n | | 4.1 | Qntl |
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| 13 | 11 | (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.[Ref : P.W.D.(Bldg.), Page-200, Item -1 (b)] | | 68 | M2 |
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| 14 | 12 | (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.[Ref : P.W.D.(Bldg) 2017, Page-200 , Item No.1(a)] | | 61.3 | M2 |
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| 15 | 13 | (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 super gloss (hi-gloss) (iv) Two coats (with any shade except white)[Ref : P.W.D.(Bldg) 2017, Page-200 , Item No.2(A)(a)(iv)] | | 68 | Sq.M. |
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| 16 | 14 | (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 :(b) On steel or other metal surface : With super gloss (hi-gloss) (iv) Two coats (with any shade except white) [Ref : P.W.D.(Bldg) 2017, Page-200 , Item No.2(A)(b)(iv)] | | 61.3 | Sq.m |
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| 17 | 15 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor)(a) One Coat\ni) Water based interior grade Acrylic Primer\n[Ref: P.W.D (Bldg.), Page -195, Item.- 7]\n | | 350 | %Sq.M\n |
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| 18 | 16 | 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.\nTwo Coats[Ref : P.W.D.(Bldg.), Page-196, Item-10] | | 430 | Sq.M |
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| 19 | 17 | Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats) i) Standard Quality[Ref : P.W.D.(Bldg) 2017, Page-201 , Item No.4,i] | | 350 | Sqm |
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| 20 | 18 | Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete. [Ref : P.W.D.(Bldg.), Page-117, Item -8]\n | | 11.3 | Mtr |
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| 21 | 19 | PVC Door Shutter-30 mm thick:\nSupplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of 59 mm x30 mm section with 2.0 mm (+/-0.2 mm) wall thickness.Horizontal & vertical section shall be fixed to each other by self tapping screws and 1 solid polymeric or M.S. galvanised tubular 'L' shaped bracket 100mm x 200mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 120 mm x30mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle, reinforced by solid polymer bar of 200 mm long at both ends and screws from both sides as lock rail. The section frame will then be fitted in by PVC panels of size 100 mmx25 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliancesi/c carriage of all materials taxes and all other incidental charges complete.\nIn ground floor. [Ref : P.W.D.(Bldg.), Page-134, Item No. 27] | | 5.7 | M2 |
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| 22 | 20 | GST 12% | | 1 | LS |
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| 23 | 21 | Labour wellfare Cess 1% | | 1 | LS |
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