| 1 | 1 | Dismantling R.C. floor, roof, beams etc. includingcutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.\n(a) In ground floor including roof. | a1 | 4.73 | CuM |
|---|
| 2 | 1.01 | 1st Floor | a2 | 4.73 | CuM |
|---|
| 3 | 1.02 | 2nd Floor | a3 | 4.73 | CuM |
|---|
| 4 | 1.03 | 3rd Floor | a4 | 4.73 | CuM |
|---|
| 5 | 2 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a\nlead of 75m as directed. | a5 | 3996 | SqM |
|---|
| 6 | 3 | 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]\n(i) With 1:6 cement mortar\n(c) 15 mm thick plaster\nGr. FLoor | a6 | 1024 | SqM |
|---|
| 7 | 3.01 | 1st Floor | a7 | 1024 | SqM |
|---|
| 8 | 3.02 | 2nd Floor | a8 | 1024 | SqM |
|---|
| 9 | 3.03 | 3rd Floor | a9 | 1024 | SqM |
|---|
| 10 | 4 | Labour for taking out door and window frame including shutter for repair or replacement of different parts of the frame & refixing the same including mending good all damaes complete. (Concrete and brick work for mending damage will be paid separately)\n(a) Upto area 2.5 Sq.m | a10 | 508.46 | SqM |
|---|
| 11 | 5 | Taking out shutter of door and window, dismantling by parts (for repair or replacement of damaged parts) , reassembling and refitting and rehanging same with old fittings but with new screws as necessary. (Where different parts of same shutter are renewed under different item, payment under item 73 will be made once only). | a11 | 388 | SqM |
|---|
| 12 | 6 | 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\nbe correted upto three decimals).\n(e) Sal : Malayasian | a12 | 0.618 | CuM |
|---|
| 13 | 6.01 | 1st Floor | a13 | 0.618 | CuM |
|---|
| 14 | 6.02 | 2nd Floor | a14 | 0.618 | CuM |
|---|
| 15 | 6.03 | 3rd Floor | a15 | 0.618 | CuM |
|---|
| 16 | 7 | Shutters of 2/3rd panel and 1/3rd glazed of doors and windows as per design (each panel consisting of a single plank without joint and with ordinary glass of 7.4kg. Per sq.m./3mm thick) fitted with putty bed and teak wood beads and nails including fitting and fixing shutters in position but excluding the cost of glass, putty, teak bead, nails, hinges etc. and other fittings, in ground floor.\n(iii) 35mm thick shutters with 19mm thick panel.\n(b) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. | a16 | 21.6 | SqM |
|---|
| 17 | 7.01 | 1st Floor | a17 | 21.6 | SqM |
|---|
| 18 | 7.02 | 2nd Floor | a18 | 21.6 | SqM |
|---|
| 19 | 7.03 | 3rd Floor | a19 | 21.6 | SqM |
|---|
| 20 | 8 | Taking out door and window shutters and rehanging the same with old fittings.\n(a) With new iron screws. | a20 | 86.4 | SqM |
|---|
| 21 | 9 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.\n(iv) 75mm. X 47mm. X 1.70mm. | a21 | 256 | Each |
|---|
| 22 | 10 | Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:\n(vi) 200mm long x 10mm dia. bolt. | a22 | 256 | Each |
|---|
| 23 | 11 | Iron socket bolt of approved quality fitted and fixed complete.\n(b) 100mm long x 10mm dia bolt. | a23 | 120 | Each |
|---|
| 24 | 12 | (A) Iron door ring of approved quality fitted and fixed with nut and washer complete.\n(ii) 75 mm dia. | a24 | 60 | Each |
|---|
| 25 | 13 | Renewing wooden sash bar 50mm. X 35mm. Upto 1200mm length with new coach screws and flat iron clamps (40mm. X 6mm.) fitted and fixed complete in any position.\n(d) Sal : Malayasian | a25 | 50 | Each |
|---|
| 26 | 14 | Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately)\n(b) 40mm X 6mm, 200mm Length | a26 | 480 | Each |
|---|
| 27 | 15 | Renewing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. In cement concrete(1:2:4) including cutting of brick work/concrete work as per direction.\n(Cost of concrete will be paid separately )\n(b) 40mm X 6mm, 200mm Length | a27 | 240 | Each |
|---|
| 28 | 16 | 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 6\nm height for external wall)\n(ii) 4 mm thick | a28 | 15 | SqM |
|---|
| 29 | 17 | Easing door and windows | a29 | 350 | Each |
|---|
| 30 | 18 | Supplying, Fitting & Fixing Factory made prelaminated P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm Prelaminated PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer?s specification and direction of Engineer-in-Charge. | a30 | 1182.72 | Mtr. |
|---|
| 31 | 19 | Supplying, Fitting & Fixing 30 mm thick both side prelaminated Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S.frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5\nmm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. | a31 | 301.6 | SqM |
|---|
| 32 | 20 | Supplying, fitting and fixing fibre reinforced polymer (FRP) Composite door\nframe as per approved section with glass fibre reinforced plastic moulded skins\nand a special sandwich core, so as to impart monolitaheic composite structure as\nper approved technology of Department of Science and Technology (DST) to\nsafisfy IS: 4020 door testing performance criteria..\n(i) 66mm x 90mm | a32 | 69.6 | Mtr. |
|---|
| 33 | 21 | Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door\nshutters as per approved design with glass fibre reinforced plastic moulded skins\nand a special sandwich core, so as to impart monolitaheic composite structure as\nper approved technology of Department of Science and Technology (DST) to\nsatisfy IS:4020 door testing performance criteria.\nIn ground floor.\n(i) 32 mm thick | a33 | 21.6 | SqM |
|---|
| 34 | 22 | Supplying, fitting & fixing 1.5mm thick Trapezoidal profile\ncorrugation Polycarbonate clear sheet made of national\nbrand, excluding the supporting frame work, fitted and fixed\nwith 10mm dia x 55mm Self-driving screws, EPDM washers\nand putty complete with 150mm end lap and one corrugation\nminimum side lap complete as per specification & direction\nof Engineer-in-charge including materials, labour, taxes and\nall other incidental charges (Payment to be made on area of\nfinished work).\nIn Roof | a34 | 216 | SqM |
|---|
| 35 | 23 | M.S. structural works in 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-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc 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 chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd\nfloor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.\nI) For structural members of specified sections weighing less than\n22.5 Kg./m | a35 | 3 | M.T. |
|---|
| 36 | 24 | 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]\n(ii) With 1:4 cement mortar\n(c) 10 mm thick plaster | a36 | 123.3 | SqM |
|---|
| 37 | 24.01 | 1st Floor | a37 | 123.3 | SqM |
|---|
| 38 | 24.02 | 2nd Floor | a38 | 123.3 | SqM |
|---|
| 39 | 24.03 | 3rd Floor | a39 | 123.3 | SqM |
|---|
| 40 | 25 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor\nas per relevant IS codes.\na) Pakur Variety | a40 | 0.81 | CuM |
|---|
| 41 | 25.01 | 1st Floor | a41 | 0.81 | CuM |
|---|
| 42 | 25.02 | 2nd Floor | a42 | 0.81 | CuM |
|---|
| 43 | 25.03 | 3rd Floor | a43 | 0.81 | CuM |
|---|
| 44 | 26 | 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.\nIn Ground floor:\n(ii) One coat on new surface. | a44 | 1024 | SqM |
|---|
| 45 | 26.01 | 1st Floor | a45 | 1024 | SqM |
|---|
| 46 | 26.02 | 2nd Floor | a46 | 1024 | SqM |
|---|
| 47 | 26.03 | 3rd Floor | a47 | 1024 | SqM |
|---|
| 48 | 27 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive\ndecorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.\nIn Ground Floor:\n(a) One Coat | a48 | 2070.24 | SqM |
|---|
| 49 | 27.01 | 1st Floor | a49 | 2101.76 | SqM |
|---|
| 50 | 27.02 | 2nd Floor | a50 | 2101.76 | SqM |
|---|
| 51 | 27.03 | 3rd Floor | a51 | 2101.76 | SqM |
|---|
| 52 | 28 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.\nIn Ground floor (Two Coat)\nb) Premium 100% Acrylic Emulsion | a52 | 2070.24 | SqM |
|---|
| 53 | 28.01 | 1st Floor | a53 | 2101.76 | SqM |
|---|
| 54 | 28.02 | 2nd Floor | a54 | 2101.76 | SqM |
|---|
| 55 | 28.03 | 3rd Floor | a55 | 2101.76 | SqM |
|---|
| 56 | 29 | (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | a56 | 4592.02 | SqM |
|---|
| 57 | 30 | (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 :\n(a) On timber or plastered surface :\nWith super gloss (hi-gloss) -\n(iv) Two coats (with any shade except white) | a57 | 4592.02 | SqM |
|---|
| 58 | 31 | 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. | a58 | 1817.17 | SqM |
|---|
| 59 | 32 | (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 :\nb) On steel or other metal surface :\nWith super gloss (hi-gloss) -\n(iv) Two coats (with any shade except white) | a59 | 1817.17 | SqM |
|---|
| 60 | 33 | Removal of rubbish,earth etc. from the working\nsite and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into\ntruck and cleaning the site in all respect as per\ndirection of Engineer in charge | a60 | 60 | CuM |
|---|
| 61 | 34 | S&P WORKS \nDismantling H.C.I. pipe with fittings including melting lead caulked joints.\n(iii) 100 mm | a61 | 1152 | Mtr. |
|---|
| 62 | 35 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992\n(A) Above Ground\n(A) (i) Single Socketed 3 Meter Length\n(b) 110 mm | a62 | 1152 | Mtr. |
|---|
| 63 | 35.01 | (iii) Single Socketed 1.8 Meter Length\n(b) 110 mm | a63 | 432 | Mtr. |
|---|
| 64 | 35.02 | (vi) Double Socketed 0.9 Meter Length\n(b) 110 mm | a64 | 115.2 | Mtr. |
|---|
| 65 | 36 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992\nB) Fittings\n(iii) Door Tee\n(b) 110 mm | a65 | 192 | Each |
|---|
| 66 | 36.01 | xi) Door Bend (T.S.)\n(b) 110 mm | a66 | 288 | Each |
|---|
| 67 | 36.02 | xiv) Cross Tee with Door\n(b) 110 mm | a67 | 144 | Each |
|---|
| 68 | 36.03 | xxi) 110 X 110 P Trap\n75 mm | a68 | 128 | Each |
|---|
| 69 | 36.04 | x) Bend 87.5º\n(b) 110 mm | a69 | 80 | Each |
|---|
| 70 | 36.05 | xv) Vent Cowl\n(b) 110 mm | a70 | 48 | Each |
|---|
| 71 | 36.06 | Pipe Clip\n(b) 110 mm | a71 | 384 | Each |
|---|
| 72 | 37 | Labour for dismantling G.I. pipe with fittings.\n20 mm | a72 | 576 | Mtr. |
|---|
| 73 | 37.01 | 25 mm | a73 | 384 | Mtr. |
|---|
| 74 | 37.02 | 40 mm | a74 | 240 | Mtr. |
|---|
| 75 | 38 | Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will\nbe made seperately)\n(a) For Exposed Work\nPVC Pipes\n(Dia)\n15 mm | a75 | 153.6 | Mtr. |
|---|
| 76 | 38.01 | 20 mm | a76 | 576 | Mtr. |
|---|
| 77 | 38.02 | 40 mm | a77 | 240 | Mtr. |
|---|
| 78 | 39 | Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).\n(v) 40 mm dia | a78 | 16 | Each |
|---|
| 79 | 40 | Sub Total | Item-9 | | |
|---|
| 80 | 41 | GST 12% | Item-10 | 1 | nos |
|---|
| 81 | 42 | CESS 1% | Item-11 | 1 | nos |
|---|
