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| 1 | Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (i) In Roof:-b) With 0.60 mm thick sheet |
| 2 | ii) In Wallb) With 0.60 mm thick sheet |
| 3 | Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping)(a) 300 mm lapping each way(a) With 0.60 mm sheet |
| 4 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directedithin a lead of 75m.In ground floor including roof.(a) upto 150 mm. thick |
| 5 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer incharge |
| 6 | Labour for curving C.I. or G.C.I. sheet for curved roof etc. (Payment to be made on area of finished works done with the curved sheets.) |
| 7 | Taking out carefully G.C.I. or C.I. or asbestos sheets (including ridges etc.) from roof or wall after unscrewing bolts, nuts, screws etc.and stacking the material at site as directed. |
| 8 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. |
| 9 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including 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 all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structuralemebrs of MS Holow Section 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 hight 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 roof truss worksa) Span beyond 12 Mtr and up to 20.00 Mtr |
| 10 | Taking out wind-tie from roof including cutting out rustedbolts, nuts etc. and removing materials to any distance withinthe compound and stacking. |
| 11 | 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.Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor)(ii) Grill weighing above 16 kg./sq.mtr and above |
| 12 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost ofall labour and materials. |
| 13 | Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. |
| 14 | Single Brick Flat Soling of picked jhama bricks including ramming anddressing bed to proper level and filling joints with local sand. |
| 15 | Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth. |
| 16 | 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](i) With 1:4 cement mortar(b) 20 mm thick plaster |
| 17 | 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/upto 4 mII. Other than SAIL/ TATA/RINL |
| 18 | (A) Wood work in posts, post plates, rafters, battens, truss members, purlins etc. fitted and fixed complete (excluding the cost of bolts, paints, but including the cost of nails, screws etc.)(The quantum should be corrected upto three decimals)(ii) Sal : Local. |
| 19 | Supplying, fitting and fixing boiling water proof ply conforming to IS: 710-1977bonded withphenol formaldehyde synthetic resin conforming to IS: 848-1974 of approved make and brand fitted and fixed as per design as per approvaland direction of Engineer-in-Charge. [excluding the cost of supporting frame work and teak wood batten/Lipping] In Ground Floor(iii) 9mm. |
| 20 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) inground floor. |
| 21 | (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. |
| 22 | A) Painting with best quality synthetic enamel paint ofpproved make and brand including smoothening surface by sandapering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :(iv) Two coats (with any shade except white) |
| 23 | (a) On timber or plastered surface :(iv) Two coats (with any shade except white) |
| 24 | b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 25 | Welding in M.S. structural work with gas or electric:(a) Tack weld |
| 26 | (b) Continuous weld. |
| 27 | Cleaning compound premises of shrubs, plants,jungles etc. by cutting & removing as directed (Spefied permission of E.I.C prior to execution will be necessary) |
| 28 | Cutting to requisite length or shape departmental R.S. joists,channels, angles, tees, plates etc.(Payment to be made on area of cut surface) |
| 29 | Labour for hoisting and placing in proper position (up to 1st floor level) departmental R.S. joists, channels, angles. Tees, plates etc. including fitting and fixing same with bolts and nuts, if necessary (but excluding cost of such bolts and nuts) |
| 30 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conformingto IS: 226, IS: 808 & SP (6)- 1964 connected to one another withbracket, 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 andbrand conforming to IS:814- 2004, haulage, hoisting and erectionall 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 structuralmembers only in finished work as per IS specified weight. Paymentfor gusset, bracket, cleat, rivets, bolts and nuts may be make byadding the actual weight of such items with the weight of finishedstructural 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 floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.I) For structural members of specified sections weighing less than 22.5 Kg./m |
| 31 | M.S. works in framed gratings of window etc.made of round or square bars and frame work or M.S. flats (with the bars securely fixed to the flat bar frame) with or without intermediate flat bar stiffener and fixed with necessary screws etc. complete, as directed.In ground floor. |
| 32 | Dismantling carefully wood work in posts, postplates, rafters, partition etc., sorting and stacking serviciable materials at site and removing rubbish as directed. |
| 33 | Applying decorative cement based paint of approved quality after reparing the surface including scraping the same thoroughly(plastered or concrete surface) as per manufacturer\"s specification. |
| 34 | Applying Exterior grade Acrylic primer of approved quality and brandon plastered or cencrete surface old or new surface to receivedecorative textured (matt finish) or smooth finish acrylic exterioremulsion paint including scraping and preparing the surface throughly,complete as per manufacturer\"s specification and as per direction of theEIC. |
| 35 | Additional charges for loadingof D.I. pipes D.I,fittings M.S. pipes of 250 mm and above dia by crane. |
| 36 | Additional charges for unloading and proper stacking of D.I. pipes D.I,fittings M.S. pipes of 250 mm and above dia by crane from at destination points. |
| 37 | Uprooting and removing plants from the surface of walls parapet etc and making good damages. (Repairing of damages to be paid separately).(a) Small plant of girth of exposed stem upto 75 mm. liftupto 6 mtr. |
| 38 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by syntheticadhesive & grout materials etc.(A) FloorWith Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @0.20kg/Sq.m.(a) Area of each tile upto 0.09 Sq.mii) Other than Coloured decorative including white |
| 39 | (B) WallWith Sand Cement Mortar (1:3) 15 mm thick & 2 mm thickcement slurry at back side of tiles using cement @ 2.91Kg/Sq.m & joint filling using white cement slurry @(a) Area of each tile upto 0.09 Sq.m0.20kg/Sq.m.(i) Coloured decorative |
| 40 | Colour washing with any shade with Stainers, as required includingcleaning and smoothening surface thoroughly(i) Internal surface (All floors)(a) One coat of colour wash(i) Other than yellow, pink. [P-194/I-4] |
| 41 | Supplying P.V.C. water storage tank of approved quality with closed topwith lid (Black) - Multilayer |
| 42 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layercomplete. (Payment to be made on the basis of measurement of finished quantity of work)(c) (i) With carried earth arranged by the contractor within a radius of 1 km. including cost ofcarried earth. |
| 43 | Add Gst @18% on total of Sl.No. 1.01 to 1.38 i.e on Rs. 3842850.42 |
| 44 | Add Cess @1% on total of Sl.No. 1.01 to 1.38 + GSTi.e on Rs.4534563.50 |
