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| 1 | Earth work in excavation by mechanical / manual means in foundation trenches or drains i/c lift upto 1.5m, i/c disposal of surplus excavated soil within a lead of 50 m. |
| 2 | Filling available excavatedearth in trenches,plinth inlayers consolidatingbyramming andwatering, leadup to 50 m and lift upto 1.5 m. |
| 3 | P/L in position CC 1:4:8(1 Cement:4 c/sand : 8st.agg. 40 mm size) excluding the cost of c/shuttering - All work upto plinth level. |
| 4 | P/L in position RCC 1:1.5:3(1 cement: 1.5 c/sand : 3 stone agg. 20 mm size) ex. the cost of c/shuttering, finishing and reinf. - All work upto plinth level (in foundation). |
| 5 | RCC work 1:1.5:3 (1 cement: 1.5 c/sand :3 stone agg. 20 mm size)in walls (any thickness), all work above i.e. columns,etc. ex. cost of c/shuttering, finishing and reinf. |
| 6 | RCC work 1:1.5:3 (1 cement: 1.5 c/sand :3 stone agg. 20 mm size)beams,s/shades,shelf ,stair case,door bend and suspended slabs etc. ex. cost of c/shuttering, finishing and reinf. |
| 7 | Centering and shuttering i/c strutting, propping etc. andremoval of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 8 | Centering and shuttering i/c strutting, propping etc. andremoval of form for Suspendedfloors,roofs,landings,balconiesandaccess platform. |
| 9 | Centering and shuttering i/c strutting, propping etc. andremoval of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 10 | Centering and shuttering i/c strutting, propping etc. andremoval of form for Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 11 | ReinforcementforR.C.C.worki/cstraightening,cutting,bending, placing in position and binding all complete --TMT -bars. |
| 12 | Brick work with F.P.S. bricks of class designation 75 in foundationand plinth in cement mortar 1:6 (1 cement : 6 c/sand). |
| 13 | Brick work with F.P.S. bricks of class designation 75 in super structure above plinth level upto floor V levelin cement mortar 1:6 (1 cement : 6 c/sand). |
| 14 | Half brick masonry with F.P.S. bricks of class designation 75 insuper structure above plinth level upto floor V level in cement mortar 1:4 (1 cement :4 c/sand) |
| 15 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading |
| 17 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 18 | Structuralsteelworkriveted,boltedorweldedinbuiltup sections,trussesandframedwork,i/ccutting,hoisting,fixing in position & applying a priming coat of approved steel primer all complete. |
| 19 | P/FM.S.Tubularframesfordoors,windows,ventilatorsandcupboardwithL-Typesectionmadeof 1.60mmthickM.S.Sheet,jointsmitredandweldedandgrindedfinish profilesrequiredsizewith15x3mmlugs10cmlongembeddedin CCblocks15x10x10cmof1:3:6 necessary butt hinges and screws and applying a priming coat of approved steel primers. |
| 20 | Steel work in welded in built up section/framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and applying a priming coat of approved steel primer. |
| 21 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, |
| 22 | CC pavements 1:2:4 (1 cement: 2 c/sand: 4 stoneagg. 20 mm size) i/c finishing complete. |
| 23 | P/F glass strips in joints of terrazo/CC floors. -- 40 mm wide and 4 mm th. |
| 24 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer)Size of Tile 600x600 mm |
| 25 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps Size of Tile 600x600 mm |
| 26 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers,handles, including applying a priming coat of approved steel primer. |
| 27 | 12 mm cement plaster of mix. 1:6 cement and coarse sand mortar. |
| 28 | 12 mm cement plaster of mix. 1:4 cement and coarse sand mortar. |
| 29 | 15 mm cement plaster of mix. 1:6 cement and coarse sand mortar in rough side of brick wall . |
| 30 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface |
| 31 | Distempering with oil bound washable distemper of app.brand (two or more coats) to give an even shade on new work over and i/c priming coat with cement primer. |
| 32 | Finishing walls with Textured exterior paint of required shade : of required shade on Newwork(Twoormorecoats over and i/c a base coat of water proof cement paint. |
| 33 | PaintingwoodworkwithDeluxeMultiSurfacePaintofreq. shade (Twoor more coats) applied over an under coat of primer approved brand. |
| 34 | PaintingSteel workwithDeluxeMultiSurfacePaintofreq. shade (Twoor more coats) applied over an under coat of primer approved brand. (140.05- Less Primer coat 55.50=84.55) |
| 35 | P/F 4mm thick float glass panes with putty & nails. |
| 36 | Providing and fixing aluminium sliding door bolts, ISI markedas per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm |
| 37 | Providing and fixing aluminium tower bolts, ISI marked, anodisedas per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 300x10 mm |
| 38 | Providing and fixing aluminium handles, ISI marked, as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete 125 mm |
| 39 | Providing and fixing aluminium hanging floor door stopper, ISI marked,as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Single rubber stopper |
| 40 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid |
| 41 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes.110 mm diameter |
| 42 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointingCoupler 110 mm |
| 43 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointingBend 87.5°110 mm |
| 44 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointingShoe (Plain)110 mm |
| 45 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length,including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm |
| 46 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 47 | Excavation in hilly area in soil by manual means i/c cutting and timbering of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20m. |
| 48 | P/L of dry rubble stone flooring complete as directed by Engr. - in - charge. |
| 49 | Excavation in foundation for retaining & breast walls in alltypes of soils and rocks i/c lead, lift and disposal of surplus material. |
| 50 | RR stone masonary laid dry in breast wall, retaining wall i/c supply of all materials,labour etc. complete. |
| 51 | Back filling behind retaining wall/breast wall in back of walls i/c supply of all materials, labour T&P etc. required for proper completion of work. |
| 52 | RRstone masonary laid in 1:6 cement and sand mortar in breast, retaining walls etc. i/c supply of all materials, labour, T&P and royalties etc. |
