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| 1 | Cleaningandremovingconservancygarbage mixedwith rubbish&otherfilthymaterials fromtheroadsideflank, drainandcompound including cutting,loading,unloading to and from truck or cart by Mathor labour & removing the same to any distance. |
| 2 | Uprootingandremovingplantsfromthe surfaceofwalls parapet etc and making good damages. (Repairing of damages to be paid separately).(b) Medium size plant of girth of exposed stem |
| 3 | Removingscumformthebottomfloorof servicelatrine washingthefloorthoroughly andtreatingthesamewith liberalsprinkling ofbleachingpowder(includingcostof bleaching power) |
| 4 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.(a) In ground floor including roof. |
| 5 | 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. |
| 6 | 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. |
| 7 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof. |
| 8 | Dismantling artificial stone flooring upto 50mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m.(a) In ground floor including roof. |
| 9 | 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. |
| 10 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 11 | 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 layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation offoundation. |
| 12 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 13 | Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth. |
| 14 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 15 | Brick work with 1st class bricks in cement mortar (1:4)(b) In super structure, ground floor. |
| 16 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 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.I. SAIL/ TATA/RINL |
| 18 | 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.(i) Pakur Variety |
| 19 | 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.(i) Pakur Variety |
| 20 | 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 overconcrete surface](b) 15 mm thick plaster |
| 21 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 22 | 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 synthetic adhesive & grout materials etc.With Sand Cement Mortar(1:4)20 mm thick & 2mm thick cement slurry at back side of tiles using cement @2.91Kg/Sq.m&joint filling using white cement [email protected]/ Sq.m(b) Area of each tile above 0.09 Sq.m(i) Coloured decorative |
| 23 | Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.mfor joint filling]Red Variety(ii) 30 mm. thick |
| 24 | (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 groundfloor.(Dustbin)i) Grill weighing above 10 Kg./sq.mtr and up to16 Kg./sq. mtr. |
| 25 | PVC Door Shutter-30 mm thick:Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of 59 mm x30 mm section with 2.0 mm (+/-0.2 mm) wall thickness.Horizontal & vertical section shall be fixed to each other by self tapping screws and 1 solid polymeric or M.S. galvanised tubular \"L\" shaped bracket 100mm x 200mm in each corner of the shutter frame for placing hinges....................... |
| 26 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark(vii) 100mm. X 58mm. X 1.90mm. |
| 27 | i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. (b) 250mm long. |
| 28 | (A) Glazed aluminium sliding windows made ofextruded and annodized alloy aluminium sectios, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam.lintels etc.) as well as ..............i) 2 track sliding window. |
| 29 | (A) Glazed aluminium sliding windows made ofextruded and annodized alloy aluminium sectios, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam.lintels etc.) as well as ..............v) Louvered window. |
| 30 | Supply of 2000L PVC water tank |
| 31 | Add GST 18% |
| 32 | Add LWC 1% |
