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| 1 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and inany floor including removing rubbish within alead of 75m as directed. |
| 2 | Hire and labour charges for shuttering with centering and necessary stagingupto 4 m using approved stout props and thick hard wood planks of approvedthickness .....(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction ofEngineer-In-Charge. |
| 3 | Manpower fors dismantelling the roof shed andFalse ceiling and structure and dumping them at ground floor Carpenter(skilled) |
| 4 | Capenter Helper |
| 5 | Labour |
| 6 | Applying 2 coats of bonding agent with synthetic multi functional rubberemulsion having adhesive and water proofing properties by mixing with waterin proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [ |
| 7 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominalsize) excluding shuttering and reinforcement,if any, in gound floor as perrelevant IS codes.Pakur variety |
| 8 | 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 (in gf floor).With 1:6 cement mortar(a) 20 mm thick plaster any floor |
| 9 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or bothfaces of M.S./ W.I. gate etc. with point welding at not more than150mm apart complete in all respect as per design including cost ofall labour and materials. |
| 10 | M.S. gate of Jail type as per approved design made of strong M.S.frame work, intermediate stiffeners and round / square bars orangles. M.S. sheet (not less than 14 gauge) gussets, cleats etc.including necessary riveting, bolting, welding, locking and hangingarrangements, fitting and fixing complete as per direction of theEngineer-in -charge. at roof third floor |
| 11 | Locking arrangement for Jail type doors including supplying fittingand fixing in position complete as per approved design. |
| 12 | Removing loose scales, blisters etc. from old painted surface andthoroughly smoothening the surface to make the same suitable for receiving fresh coat of paint. |
| 13 | Rendering the Surface of walls and ceiling with White Cement baseWATER PROOF wall putty of approved make & brand.(1.5 mm thick) |
| 14 | 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 preparingthe surface throughly, complete as per manufacturer's specification andas per direction of the EIC. (In Ground Floor) (a) One Coati) Water based interior grade Acrylic Primer |
| 15 | 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 theEICIn any Floor:(b) Two Coats. |
| 16 | Protective and Decorative Textured exterior high class matt finish paintof approved quality, composed of special Tharmoplastic Resincontaining fine crystalline additives derive from Granite as permanufacturer's specification and as per direction of EIC to be appliedover acrylic primer as required. The rate includes cost of material,labour, scaffolding and all incidental charges but excluding the cost ofprimer.n any Floor:(b) Two Coats. |
| 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)ii) Luxury Quality |
| 18 | b) Priming one coat on steel or other metal surface with synthetic oilbound primer of approved quality including smoothening surfaces by sandpapering etc. |
| 19 | (b) On steel or other metal surface :(iv) Two coats (with any shade except white) |
| 20 | Providing and fixing of false ceiling with powder coated exposed G.I. gridsuspension system (E-Grid T 2430/1510 or equivalent load carrying capacity withmid span deflection not exceeding 1/360 span with hanger spacing of 1200mm c/c) consisting of Main Runner 3600 mm long, Cross Tee 1200 mm / 600 mm longand Wall Angle. The Wall Angle shall be fixed on PVC Dash Fasteners on theperimeter of the wall by steel screws with distance 300mm c/c. The Main Runnersto be placed @ 1200 mm. The Cross Tee 1200mm will be inserted in the pre-cutslots of Main Runner at a regular interval of 600 mm to form a modular grid of1200mm X 600mm. Additional Cross Tees of 600 mm shall be placedperpendicular to the Cross Tee 1200 mm long to finally form a grid of 600 mm X600 mm. Grid of module size 600 mm X 600 mm shall be supported by 6 mm diaG.I. wire from purlins / soffit. 4 mm thick High Pressure Steam Cured NonAsbestos pearl designer Fibre Cement Standard Ceiling Board (Density > 1500Kg/m3) of size 595 mm X 595 mm, conforming IS 14862 & Type A Category IV ofISO 8336, tested as per AS-1530 part 3 & BS-476 Part 4,5,6,7 & 8, should beplaced in the Grid module to form a False Ceiling. All complete as per thedrawing & directions of Engineer-in-charge.In ground floor.a) False Ceiling (with 4mm thick Pearl Designer Fibre Cement Board and E-GridT-2430/1510). |
| 21 | Filling the gap in between aluminium frame & adjacent RCC / Brick/Stone work by providing weather silicon sealant over 6mm dia backerrod of approved quality as per architectural drawings and direction ofEngineer-in-Charge complete.Upto 5 mm depth and 5 mm width |
| 22 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn)coating of 150 grams per sq. metre (followed by colourcoated on both side) steel sheet work having minimum yieldstrength of 550 Mpa of trapizoidal profile of approved make(excluding the supporting frame work) fitted and fixed with55 mm & 25 mm self tapping screw, EPDM Washer 16 mmdia & 3 mm th. washer etc. complete with 150 mm end lapand one corrugation minimum side lap. (Payment to be madeon area of finished work).(i) In Roof:-a) With 0.5 mm thick sheet |
| 23 | Galvanised or painted wind-tie made of M.S. flats, fitted andfixed complete including cost of necessary fittings(a) Made with 40 mm. X 6 mm. flats. |
| 24 | Renewing galvanised J or L hook-bolt with nut and withnecessary limpet and bitumen washers, putty etc. fitted andfixed complete. (Total length of bolt upto 225 mm)(b) 8 mm dia. Bolt |
| 25 | M.S. structural works with hollow sections (square or rectangularshape) conforming to IS: 806-1968 & IS:1161-1998) connected toone another with bracket, gusset, cleat as per design, drawing &direction of Engineer-in-Charge complete including cutting torequisite shape & size, fabrication including metal arc weldingconforming to IS: 816-1969 & IS: 9595 using electrodes of approvedmake and brand conforming to IS:814- 2004, haulage, hoisting anderection all complete.The rate includes the cost of all M.S. Hollow section, allconsumables such as electrodes, gas and hire charges of all toolsand plants and labour reqired for execution and all incidentalchages (such as electricity, labour insurance) etc. complete.Payment to be made on the basis of calculated weight of structuralmemebrs of MS Holow Section as specified in relevent IS code infinished work. Payment for gusset, bracket, cleat may be made byadding the actual weight of such items with weight of finishedstructural members. The rates are considered for a hight of erection8 m. / 2nd floor level from the ground. Add 1.5 % extra over the ratefor each additional floor or 4m. beyond the initial 8 m. or partthereof.i) For roof truss worksa) Span up to 12 Mtr |
| 26 | Taking out old damaged tarfelt from the roof, parapet etc.preparing the roof surfaces by removing all spoils, blisters,moss etc. from the working site and disposal of the samebeyond the compound and cleaning the site in all respect asper direction of Engineer-in-ChargeAll floor. |
| 27 | Supplying & laying 3mm thick pre-fabricated plastomericwater proofing membrane conforming to EN 12311-1 &ASTMD 5147, manufactured with atactic poly propylene(APP) modified premium grade asphalt , specially reinforcedwith non-woven polyester core with polyester reinforcement@160 gms per sqm & both faces covered with thermo-fusiblepolyethylene film /MineraL on top face over a coat of primer@ 0.40 lit/sqm of manufacturer's specification onsmooth,clean dry surface prepared wherever required.Lapjoint shall be provided of 75 mm in longitudinal & 100 mm intransverse direction and fused using LPG/ Propane torchemploying extra care ensuring full bondage, completeremoval of entrapped air and sealing edges into grooves inappropriate manner as per direction of Engineer -in-chargeall complete including materials,labour and applicabletaxes. (Payment shall be made on the basis of finishedsurface area.).Membrane Property: Softening Point > 150 deg C, ColdFlexibility < -6 deg C, Tensile Strength, N/cm : 600(longitudinal), 450 (transverse), Tearing Strength, N:300 (longitudinal), 200 (transverse) |
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