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| 1 | Earth work in excavation of the foundation tranches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing spreading or stacking the spoils within a lead of 75Mtr as directed. The Item including necessary trimming the sides of tranches, levelling, dressing and ramming the bottom, bailing out water etc. as required complete. Depth of excavation not exceeding 1500 mm. |
| 2 | Earth work in filling in foundation trenches or plinth with good earth obtained from excavation of foundation in layers not exceeding 150mm including watering and ramming etc. layer by layer complete. (Payment to be Made on the basis of the Measurement of finish quality of work). |
| 3 | Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 4 | Dismantle all types of Masonry excepting cement concrete plain or reinforced, stacking serviceable Materials at site &removing the rubbish as directed within a lead of 75 Mtr in ground floor including roof. |
| 5 | Dismantle all types of plain cement concrete works up to 150 mm thick stacking serviceable Materials at site andremoving rubbish as directed within a lead of 75 Metre in ground floor including roof. |
| 6 | Dismantle R.C. floor, roof beams etc. including cutting rods andremoving of rubbish as directed within a lead of 75 Mtr including stacking of steel bars in ground floor including roof. |
| 7 | Dismantle artificial stone flooring up to 50 mm thick by carefully chiselling without damaging base and removing rubbish as directed within a lead of 75Mtr. In ground floor including roof. |
| 8 | 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 in charge |
| 9 | Take out carefully G.C.I. or C.I. or asbestos sheets (including ridges etc.) from the wall / roof after unscrewing bolts, nuts, screws etc. and stacking the Materials at site as directed. (Payment to be Made on measurement of portion of roof wall removed. |
| 10 | 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 lead of 75m as directed. |
| 11 | Provide and lay Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 12 | Labour for laying soiling with departmental concrete block(200x100x100)mm collected from dumping location ,carriage of same with a lead up to 5.00 Km from loading area including loading, unloading and stacking at working site also preparation of bed as necessary concrete block joints properly filled in and packed with conc. Block joints properly filled in earth all completeas per direction of Engineering in Charge(Rates includes cleaning of existing concrete block surfaces).Single concrete block flat soling (Thickness 100mm) |
| 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 | Provide and lay 35 mm. thick artificial stone in floor dado, staircase etc. with cement concrete (4:2:1) with stone chips with 3 mm. thick topping Made with ordinary/ white cement (as necessary) Marble dust in proportion (2:1) including smooth finishing and rounding of corners and including application of cement slurry before flooring works using cement @ 1.75 kg. / sq. Mtr. all complete including all Materials and labour. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement in ground floor |
| 15 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.Pakur Variety |
| 16 | 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.Pakur Variety |
| 17 | Hire and labour charges for the shuttering with centering and necessary staging up to 4Mtr using approved stout props and 25 mm to 30 mm thick hard wood planked with required bracing for concrete slabs beams, columns, lintels curved or straight including fittings, fixing and striking out after completion of the works (up to roof of ground floor) as per the direction of Engineer – In – Charge. |
| 18 | Provide 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. For works in foundation and upto roof of ground floor/upto 4 mTor steel/Mild steel. JSW/JSPL/SHYAM/ SRMB/BMASL /ELECROSTEEL /SSL |
| 19 | Provide and apply two coats of bonding agent with synhetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1bonding agent :4 water : 6 cement) as per Manufacture's specification. |
| 20 | Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface).Applicable only when the full diameter of reinforcement steel is exposed. |
| 21 | M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc. (length of straight not less than 230 mm) |
| 22 | 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-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, 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 floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.For Structural Works in Roof Trusses etc. using joists, channel and angles of specified section weighing less than 22.5 kg/ m |
| 23 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.(This item is applicable to new work or old work when the original surface has been exposed by removal of old paint.) |
| 24 | Priming one coat on timber or plastered surface with synthetic oilbound primer of approved quality including smoothening surfaces bysand papering etc.(This item is applicable to new work or old work when the original surface has been exposed by removal of old paint.) |
| 25 | Provide and paint with best quality synthetic enamale paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.On timber plastered, steel or other metal surface with high gloss of approved quality.Two coats in timber or plastered (with any shade except white) With hi-gloss of approved qualityOn timber or plastered surface |
| 26 | Provide and paint with best quality synthetic enamale paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary.On timber plastered, steel or other metal surface with high gloss of approved quality.Two coats (with any shade except white) on steel surface.With hi-gloss of approved quality |
| 27 | Remove old scales, blisters, etc., of interior surface of walls, ceiling by scraping, etc., and preparing smooth and even surface with rendering of cement mortar (1:2) as necessary to make the surface suitable receiving distemper as per direction of the Engineer at site. |
| 28 | 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 |
| 29 | 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 Engineer -in charge) : Two coats Standard Quality |
| 30 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or concrete 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)one coat Water based interior grade Acrylic PrimerI |
| 31 | Scrapping of moss blisters etc. thoroughly from exterior surface of walls necessitating the use of scrapper , wire brush etc. ( Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge ). |
| 32 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative 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.[This item to be done under specific instruction of the Superintending Engineer] In Ground Floor one coat |
| 33 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC 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.In Ground floor (Two Coat) Premium 100% Acrylic Emulsion |
| 34 | Applying two coats 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. |
| 35 | Cement washing including cleaning and smoothening surface thoroughly (cement to be used @15 kg./100 sq.m. of surface for one coat and @25 kg./100 sq.m of surface for two coats):External surface (Ground floor) One coat |
| 36 | Providing and lay 125 mm. thick bricks work with 1st class brick in cement morter (1:4).In ground floor |
| 37 | Provide and lay bricks work with 1st class bricks in cement morter (1:6). In foundation and plinth |
| 38 | Provide and lay bricks work with 1st class bricks in cement morter (1:6). In superstructures, ground floor. |
| 39 | Provide and lay plaster to wall, floor, and ceiling with sand & cement morter including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping, etc., including throating, nosing and drip course where necessary in ground floor.20 mm. thick plaster with 1:6 cement mortar |
| 40 | Provide and lay plaster to wall, floor, and ceiling with sand & cement morter including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping, etc., including throating, nosing and drip course where necessary in ground floor.15 mm. thick plaster with 1:6 cement mortar |
| 41 | Provide and lay plaster to wall, floor, and ceiling with sand & cement morter including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping, etc., including throating, nosing and drip course where necessary in ground floor.10 mm thick plaster (1:4) |
| 42 | Provide and lay Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.Note: cement 0.152 Per Cum per 100 sq. Mtr. |
| 43 | Provide and lay rule pointing to brickwork in cement morter (1:4) including raking out joints & top finishing. |
| 44 | Supplying fitting & fixing Zn-alloy ( 55% Al & 45% Zn ) coating of 150 grams per sq. Metr. (followed by colour coated on both side ) steel sheet work having minimum yield strength of550 Mpa of trapezoidal profile of approved make (excluding the supporting frame work) fitted & fixed with 55 mm. & 25 mm. self tapping screw, EPDM washer 16 mm. dia. & 3mm. th. washer etc. complete with 150 mm. end lap and one corrugation minm. side lap (Payment to be made on area of finished work). In Roof With 0.5 mm, thick sheet. |
| 45 | Providing and fixing precoated galvanised steel sheet roofing accessories .50 mm. (+ 0.05 %) total coated thickness . Zinc Coating 120 gmms per Sqm as per IS 277 , in 240 Mpa steel grade . 5-7 micron epoxy primer on both side of the sheet and Polyster top coat 15-18 microns using self drilling / self tapping screws complete .Ridges plain ( 500-600 mm.). |
| 46 | Stop roof leakages in C.I. or C.C.I. or asbestos roofing with putty and paint. |
| 47 | Supplying and laying 2mm thick Plastic felt sheet (P.B.M Felt 2504 or equivalent brand ) over flat /slope roof for patch repair of leakage area including necessary lapping (75 mm as side lap & 150 mm end lap) whereever necessary after taking out old tarfelt and cleaning the surface thorough. |
| 48 | Provide M.S. or W.I. ornamental grill of approved design, joints continuously welded with M.S. W.I. flats and bars for windows railing etc. fitted and fixed with necessary screws and lugs, in ground floor.i) Grill weighing above 10 kg/sq. m. and up to 16 Kg. / Sq. m. The weight of grill per sq. m. will be determined by taking the physical weight of fabricated grill and dividing the same by covered area of the same. No shop priming will be allowed to facilitate inspection of workmanship. Weight of grill is to be taken after final grinding and finishing the weld. |
| 49 | Provide iron butt hinges of approved quality fitted and fixed with steel screws, with I.S.I. Mark.100 mm. x 58 mm. x 1.90 mm. |
| 50 | Provide iron socket bolt of approved quality fitted and fixed complete.150 mm. long x 10mm. dia. bolt. |
| 51 | Provide iron socket bolt of approved quality fitted and fixed complete.225 mm. long x 10mm. dia. bolt. |
| 52 | 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)40 mm. x 6 mm. above 250 mm long |
| 53 | Provide Godrej Hydraulic door closer fitted and fixed complete. Heavy type |
| 54 | Provide Anodised aluminium decorative handle (hexagonal / fluted) of approed quality fitted and fixed complete. 150mm plate x 10mm dia rod x 12mm hexagonal/fluted. |
| 55 | Provide and fix 250 mm long Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16 mm dia rod with centre bolt and round fittings. |
| 56 | Take out door and window shutters and rehanging the same with old fitting with new iron screws. |
| 57 | Labour for taking out door and window frame including shutter for repair or replacement of different parts of theframe and refixing the same including mending good all damages complete. (Concrete and brick work for mending damage will be paid separately)a) Upto area 2.5 Per Sqm. |
| 58 | Easing doors and windows. |
| 59 | Take 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 63 will be made once only). |
| 60 | Provide and fix panel shutter of doors and window of 35 mm thick shutters with 19 mm. thick panel of size 30 to 45 cm with Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. as per design (each panels consisting of single plank without joint including the fitting and fixing the same in position but excluding the cost of hinges and other fittings in ground floor. In case of non-supply of single plank panel rate of reduction of 20% well be Made. |
| 61 | 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).sal local |
| 62 | Provide woodwork in post ,postplates , 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 ) Sal -Malyasian . |
| 63 | Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings in ground floor. 35mm thick shutters (single leaf) |
| 64 | Providing Z-batten shutters of doors and window as per design having tongued and groove half lap joint as per direction of the Engineer-in-Charge including fitting and fixing shutter in position but excluding the cost of hinges and other fittings in ground floor. (Shutter with 19 mm. thick planks 19 mm thick battens with Sishu, Gamar, Champ, Badam, Bhola, Morga, Hallak. |
| 65 | 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 (5mmx2) 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 (5mm+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.In ground floor. |
| 66 | 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. |
| 67 | Supply best Indian sheet glass panes 3 mm thick (weighting 7.4 kg. / Sq. Mtr.) Set in putty and fitted and fixed with nails and putty complete in all floors for external wall & upto 6 Metre height for external walls. |
| 68 | Renewing worn out putty of glass panes Panes not exceeding 0.2 Sq.m |
| 69 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamp nails, including Making holes in walls, floor etc. cutting trenches in any soil through Masonry concrete structures etc if necessary and mending good damages including joining with jointing Materials (Spun Yarn, Valamoid/bitumen/M-Seal etc) complete.UPVC Pipes:160 mm Dia. |
| 70 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamp nails, including Making holes in walls, floor etc. cutting trenches in any soil through Masonry concrete structures etc if necessary and mending good damages including joining with jointing Materials (Spun Yarn, Valamoid/bitumen/M-Seal etc) complete.UPVC Pipes:Bend 87.5 160 mm Dia. |
| 71 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 Per 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 synthetic adhesive & grout materials etc.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.(b) Area of each tile above 0.09 Sq.m(i) Coloured decorative |
| 72 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 Per 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 synthetic adhesive & grout materials etc.Wall With Sand Cement Mortar (1:3) 15 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 above 0.09 Sq.m(i) Coloured decorative |
| 73 | Taking out Mirzapur or glazed porcelain tiles carefully by chiselling from walls or floor including stacking serviceable material as directed. |
| 74 | Supplying, fitting and fixing boiling water resistant 12 mm ply conforming to IS: 303- 1989 bonded with phenol formaldehyde synthetic resin of approved make and brand fitted and fixed as per design as per approval and direction of Engineer-in- Charge.[excluding the cost of supporting frame work and teak wood batten/Lipping] In Ground Floor. |
| 75 | Supplying, fitting and fixing boiling water resistant 12 mm ply conforming to IS: 303- 1989 bonded with phenol formaldehyde synthetic resin of approved make and brand fitted and fixed as per design as per approval and direction of Engineer-in- Charge.[excluding the cost of supporting frame work and teak wood batten/Lipping] In Ground Floor.6 mm. Ply |
| 76 | Rendering the surface of walls and ceiling with white cement based wall putty of approved make and brand(1.5mm thick) |
| 77 | Uproot and remove plants from the surface of walls parapet etc. and making good damages.Small plant of girth of exposed stem up to 75 mm. lift up to 6 m. |
| 78 | Uproot and remove plants from the surface of walls parapet etc. and making good damages.Medium size plant of girth of exposed stem above 75 mm. but not exceeding 150 mm. lift upto 6 mtr. |
| 79 | Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 for Rural Roads of MORD. |
| 80 | Galvanised plain sheet works (excluding supporting framework) fitted and fixed with 6 mm. dia J or L hook-bolts and nuts, sheet-bolts, limpet and bitumen washers and putty with 150 mm. end lap & 50 mm minimum side lap complete.In wall : with 0.63 mm. sheets. |
| 81 | 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 of all labour and materials. |
| 82 | Welding in M.S. structural work with gas or electric:Tack weld |
| 83 | Welding in M.S. structural work with gas or electric:Continuous weld. |
| 84 | Hire charges of Earth movers / Excavator -cum -loader for 8 hours. including one no operator , one no. helper ,fuel etc. The rate inclusive of all expenses etc complete. |
| 85 | Collapsible Gate with 40 mmx40mm.x6mm. Tee as top and bottom guide rail 20mm.x10mm.x2mm. Vertical channels 100mm. Apart in fully stretched position 20mm.x5mm. M.s flat as collapsible bracings properly riveted and washered including 38mm. Steel rollers including locking arrangements fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes chasing etc. in walls floors etc. and making good damages complete . in ground floor .( payment will be made on the area of gate covered by two guard rails and two extreme channels ). |
| 86 | Cleaning rubbish, sludge, liquid earth, mud,debris and other materials etc. from kutcha/ pucea surface drain of any size and up to 1.8 M deep including stacking the spoils within a lead of 75.00 mtrs. by manual means (Payment will be made on the basis of actual measurements of spoil in dry Condition). |
| 87 | Cutting / cleaning / removing jungles, including uprooting / removing of rank vegetation, cutting grass, bush wood cutting gran, bush wood cutting / removing small tree saplings or branches of trees falling under the cutting area at different area of dock and removing spoil up to a distance of 50 m outside the periphery of the area cleared as per direction including all lead, lifts cutting. Instrument, labour etc. complete in all respect. |
| 88 | Supply of daily labour for various non measurable works like segregating and stacking of serviceable materials like paver blocks , stone sets , steel materials etc.[Cost of one unskilled labour = Rs.805.00Rate based on Circular no- File No. 1 /6(3)/ 2025 -LS-II , Dated:28.03.25 )Add 11% contractor profit and overhead = Rs. 88.55 ________________So rate for each unskilled labour = Rs. 893.55 ]for 8.30 Hrs. including 30 min. recess |
| 89 | Providing and fixing of false ceiling with powder coated exposed G.I. grid suspension system (E-Grid T 2430 or equivalent load carrying capacity with mid 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 long and Wall Angle. The Wall Angle shall be fixed on PVC Dash Fasteners on the perimeter 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-cut slots of Main Runner at regular interval of 600 mm to form a modular grid of 1200mm X 600mm. Additional Cross Tees of 600 mm shall be placed perpendicular to the Cross Tee 1200 mm long to finally form a grid of 600 mm X 600 mm. Grid of module size 600 mm X 600 mm shall be supported by 6 mm dia G.I. wire from purlins / soffit. 6 mm thick High Pressure Steam Cured Non Asbestos Fibre Cement Standard Ceiling Board (Density > 1300 Kg/m3) of size595 mm X 595 mm, conforming IS 14862 & Type B Category III of ISO 8336, tested as per AS-1530 part 3 & BS-476 Part 4,5,6,7 & 8, should be placed in the Grid module to form a False Ceiling. All complete as per the drawing & directions of Engineer-in-charge.In ground floor.False Ceiling (with 6mm thick Fibre Cement Standard Ceiling Board and E-Grid T-2430). |
| 90 | Loading unloading and carriage of old taken out paver blocks/sand/rubbish from any location at a distance of 5 km. By trucks as directed . CE’s |
| 91 | Cleaning and sweeping roof, cornice, drain and box drain etc. in any floor including removing dust, sweeping materials to the ground floor vat of the building. |
| 92 | Fitting and fixing old pieces of asbestos, G.C.I. or C.I. sheets or plain sheets including closing old holes with washers and sheet-bolts and nuts, etc. and including fixing the same to supporting frame with necessary hook-bolts, washers, putty etc. (excluding cost of sheets). (Payment to be made on area of finished work.)in wall |
| 93 | Renewing X.P.M. including taking out and refixing with new battens made of local wood of size 50mmx25mm and new screws etc. complete.25mm x 75mm strand 3.25mm x 3.15mm |
| 94 | Supply and Laying in the specified Pattern of interlocking concrete Block Pavement (ICBP) with concrete blocks (with Concrete grade as specified as per Table 1 of IS 15658:2006) manufactured from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as device for keeping minimum joint gap in between the paving blocks, as per CI. NO 3.26 of IS 15658) and of specified size and shape with aspect ratio (the ratio of length to thickness of a paver block , as per Cl.No.3.3 of IS 15658) as per table 2 of IS 15658 with flexural strength /breaking load as per Annexure G of IS :15658, on the prepared base mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between pver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing of edges with cut block as pre Cl.No. 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap.60mm thick.Coloured Decorative Please Enable Macros to View BoQ information |
