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| 1 | Dismantling Unframed timber scantlings 40 Sqcm and over in section and in any position, complete all as specified and as directed by Engineer-in-charge. |
| 2 | M&L 2nd class hard wood in scantling wrought timber unframed and fixed, complete all as specified and as directed by Engineer-in-charge. |
| 3 | Dismantling Asbestos Cement (Corrugated, Semi corrugated etc.) sheets in roof coverings, complete all as specified and as directed by Engineer-in-charge. |
| 4 | M&L 6 mm thick Asbestos Cement sheet, corrugated, or semi corrugated sheets in roofs, walls etc. and fixed with fixed with L-type or J-type or cranked hook bolts, complete all as specified and as directed by Engineer-in-charge. |
| 5 | Fixing only Asbestos Cement sheet, corrugated, or semi corrugated sheets in roofs, walls etc. and fixed with L hook or Cranked bolts (except sheets), complete all as specified and as directed by Engineer-in-charge. |
| 6 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated or semi-corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge. |
| 7 | S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge. |
| 8 | Demolition of reed, lathing, single or double, including battens and plaster or chicken wire lathing, complete all as specified and as directed by Engineer-in-charge. |
| 9 | M&L for G I Wire netting 0.9 mm dia and 12 mm mesh lathing to wood or metal studding, joists, etc., in walls, ceilings, stanchions, beams, etc., including all laps, cutting and waste, complete all as specified and as directed by Engineer-in-charge. |
| 10 | Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge. |
| 11 | Demolition of brick work built in any cement mortar complete all as specified and as directed by Engineer-in-charge. |
| 12 | M&L for brick work with sub-class `B\" old size bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge. |
| 13 | M&L for brick work with sub class \"B\" bricks, straight or curved on plan exc. 6m mean radius in cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge. |
| 14 | M&L for 15 mm thick rendering on fair faces of brick work or one side of lathing in cement mortar (1:4) and surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 15 | M&L rendering 10mm thick on other than fair faces of brick work or on other side of lathing in cement mortar 1:6,surface to be finished fair & even without using extra cement, complete all as specified and as directed by Engineer-in-charge. |
| 16 | M&L for preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed by Engineer-in-charge. |
| 17 | Dismantling of unframed fillets, rails, posts, rafters, purlins etc., under 40 Sqcm in section, complete all as specified and as directed by Engineer-in-charge. |
| 18 | M&L second class hard wood plain fillets, square or rectangular or triangular in section, clean sawn, secured with nails or brads having sectional area not exceeding 03 sqcm complete all as specified and as directed by Engineer-in-charge. |
| 19 | M&L second class hard wood plain fillets, square or rectangular or triangular in section, clean sawn, secured with nails or brads having sectional area exceeding 03 sqcm but not exceeding 06 sqcm complete all as specified and as directed by Engineer-in-charge. |
| 20 | M&L second class hard wood plain fillets, square or rectangular or triangular in section, clean sawn, secured with nails or brads having sectional area exceeding 6 sqcm but not exceeding 13 sqcm complete all as specified and as directed by Engineer-in-charge. |
| 21 | Demolition of unreinforced cement concrete in ground floors and pavings nexc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer-in-charge. |
| 22 | Demolition of reinforced cement concrete of any description and in any position not otherwise specificied provided for, complete all as per specified and as directed by Engineer-in-charge. |
| 23 | M&L for 100mm thick PCC type C-2 1:3:6 using (40mm gradded aggregate) as in sub base complete all as per specified and as directed by Engineer-in-charge. |
| 24 | M&L 75 mm thick Cement concrete type C2, 1:3:6 (using 40 mm gradedstone aggregate) as insub-base and sub-floors etc., finished even and smooth without using extra cement complete all as per specified and as directed by Engineer-in-charge. |
| 25 | M&L for 50 mm thick Cement concrete type C2, 1:3:6 (using 40 mm gradedstone aggregate) infootpath/ hard-standing / pavings / plinth protections, finished even and smooth without using extra cement, complete all as per specified and as directed by Engineer-in-charge. |
| 26 | M&L for Glass dividing strips, 38 x 3 mm thick and inserted in position to confirm to design, complete all as per specified and as directed by Engineer-in-charge. |
| 27 | M&L for reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) as in beams, lintels etc., complete all as per specified and as directed by Engineer-in-charge. |
| 28 | M&L for reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) as in columns, pillars, piers, posts and struts etc, complete all as per specified and as directed by Engineer-in-charge. |
| 29 | M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilivers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. Fairfinished surface of concrete flat complete all as per specified and as directed by Engineer-in-charge. |
| 30 | M&L for form work for side of pillars, posts, columns & similar works vertical or batter complete all as specified and as directed by Engineer-in-charge. |
| 31 | Dismantling mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-Charge. |
| 32 | M&L for mild steel TMT bars 10 mm dia. and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge. |
| 33 | M&L for mild steel TMT bars 5 mm to 10 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips quality confirming to Fe-410-S 0r Fe-410-O, complete all as per specified and as directed by Engineer-in-charge. |
| 34 | M&L for MS rolled section of grade Fe-410-0 or Fe-310-0 (beam, tee, angle channel ot flat section) as in roof trusses (framed), trussed purlins, crane gantries rails, and fastening and heavy bracket framing including distance pieces, wind tie, cleats etc. complete all as specified and as directed by Engineer-in-charge. |
| 35 | S&F Mild steel work in hand rails, wind ties, posts and struts in fencing screwed or welded to shape as directed, including all necessary drilling, bolting or riveting etc., and similar work confirming to Fe 410 - O or Fe 310 - O, complete all as per specified and as directed by Engineer-in-charge. |
| 36 | M&L for preparation of new or previously untreated steel or iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide, primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge. |
| 37 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as per specified and as directed by Engineer-in-charge. |
| 38 | S&F coloured non-skid ceramic tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.11 sqm but notexceeding 0.18 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 15 mm thick screed bed or bedding layers in CM 1:6 complete all as per specified and as directed by Engineer-in-charge. |
| 39 | S&F coloured non-skid ceramic tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.18 sqm but notexceeding 0.36 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 15 mm thick screed bed or bedding layers in CM 1:6 complete all as per specified and as directed by Engineer-in-charge. |
| 40 | M&L for Coloured Glazed ceramic tiles 300 x 450 x 8 or 9 mm thick, on vertical surfaces such as skirting, dados and risers to stepsetc., set and jointed in neat cement slurry and pointed in white or Coloured cement to match over and including 10 mm thick screedin CM (1:4) complete all as per specified and as directed by Engineer-in-charge. |
| 41 | Dismantling wall and ceiling boards (fibre, pulp, insulation,etc) or insulation board/Slabs/blankets of any thickness including cover fillets, complete all as specified and as directed by Engineer-in-charge. |
| 42 | S&F solid PVC wall paneling consisting of 5 mm thick PVC wood grain printed PVC sheet inclusive of solvent cement and fixing at site as per specification and directedin any position with screws, complete all as per specified and as directed by Engineer-in-charge. |
| 43 | S&F 5mm thick PVC sheet fillets of width 35mm for wall paneling inclusive of fixing on wall to make frame as per specifications and drawing, complete all as per specified and as directed by Engineer-in-charge. |
| 44 | M&L 4 mm thick veneered decorative ply wood, grade 1 with BWR resin with decorative face veneers on one face fixed with screws to timber frame work in stands, boards, partitions, shutters, etc., complete all as per specified and as directed by Engineer-in-charge. |
| 45 | S&F exposed GI powder coated snap grid frame work for false ceiling of grid size 600x600mm comprising of main runner of size 38 x 24 x 0.25 mm, wall/cleat angle of size 20x22x0.25mm and cross tee of size 24x27x0.25mm with 4mm dia GI wire as suspender and including 4mm thick non-asbestos cement fibre board of size (595X595 mm) including fixing arrangement from roof truss of any type, complete all as specified and as directed by Engineer-in-charge. |
| 46 | Taking down shutters of any description not exc. 1 sqm each, complete all as specified and as directed by Engineer-in-charge. |
| 47 | Taking down shutters of any description exceeding 1Sqm but not exceeding 2 Sqm each, complete all as per specified and as directed by Engineer-in-charge. |
| 48 | M&L 35 mm thick second class hardwood glazed and skeleton shutter open rebated and prepared to receive glass, gauge etc (without sash bar) edges of framing plain, chamfered orrounded fitted with cut and mitred beads for securingglass etc sizes of member (Bottom 250mm, stiles 100mm, top 120mm & lock rail 160mm wide)as specified in SSR part I section & clause 8.24 (a) and as directed by Engineer-in-charge. |
| 49 | S&F 30 mm thick Second class hard wood Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc., with sash bars, edges of framing plain, chamfered or rounded, fitted with cut mitred beads for securing glass etc. for windows and ventilators etc complete as specified in SSR part I section & clause 8.24 (b) and as directed by Engineer-in-charge. |
| 50 | S&F 30 mm thick Flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides, complete all as per specified and as directed by Engineer-in-charge. |
| 51 | S&F solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet rainforced with MS square tube in opening complete all as per specified and as directed by Engineer-in-charge. |
| 52 | Supply and fixing factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails, M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail,; Paneling of plain colour PVC sheet to be fitted in the M.S.frame welded/ sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement complete all as per specified and as directed by Engineer-in-charge. |
| 53 | S&F 100 mm long medium weight, cold rolled mild steel butt hinges, complete all as specified and as directed by Engineer-in-charge. |
| 54 | S&F 75 mm long medium weight, cold rolled mild steel butt hinges, complete all as specified and as directed by Engineer-in-charge. |
| 55 | S&F 150 mm long Aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge. |
| 56 | S&F 125 mm long Aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge. |
| 57 | S&F 150 mm long extruded Aluminium alloy handles, fabricated type, anodised, complete all as per specified and as directed by Engineer-in-charge. |
| 58 | S&F 125 mm long extruded Aluminium alloy handles, fabricated type, anodised, complete all as per specified and as directed by Engineer-in-charge. |
| 59 | S&F galvanised mild steel wire cloth, 0.56 mm dia of wire and average width of aperture 1.18 mm and fixed with galvanised wire staples, complete all as specified and as directed by Engineer-in-charge. |
| 60 | S&F in repair galvanised mild steel wire cloth, 0.56 mm dia of wire and average width of aperture 1.18 mm and fixed with galvanised wire staples, complete all as specified and as directed by Engineer-in-charge. |
| 61 | S&F in repair 3 mm thick sheet glass, ordinary quality in squares not exceeding 0.5 Sqm in each pane fixed with cut & mitred beads, complete all as specified and as directed by Engineer-in-charge. |
| 62 | M&L for preparation of new or previously untreated wood or wood based surfaces of any description, exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge. |
| 63 | M&L for preparation of new or previously untreated wood or wood based surfaces of any description, not exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge. |
| 64 | M&L for preparing surfaces of wood and wood based materials, new or old of any description and girth, not otherwise described and treated with two coats of cresote oil, complete all as specified and as directed by Engineer-in-charge. |
| 65 | M&L for cleaning of septic tanks of any capacity mechanically along with removing of sludges etc and carrying to a distance exc. 100 meters but n.exc 250 meters and depositing in ditches including necessary excavation and earth work in soft/loose soil for making ditches and refilling the ditches after the sludge’s are deposited with spreading and leveling of excavated soils in the ditches over the sludge, removing surplus soils to a distance n.exc 50m and supply and sprinkling bleaching powder over the area of ditches with one meter around complete all as specified and as directed by Engineer-in-charge. |
| 66 | M&L for cleaning of cast iron pipe 100mm dia (internal) by rodding/pumping carefully from water closet to first manholes/inspection chamber or cleaning eye and removing all blockage in pipe lines and well flushing with water including making good of leakage in joint wherever required in cement mortar (1:2) complete all as specified and as directed by Engineer-in-charge. |
| 67 | M&L for cleaning of salt glazed stone ware (SGSW) sewage pipe line 150mm dia (internal) by rodding/pumping between intermediate/1st manholes to manholes or between manholes to septic tanks or between septic tank to soak pits to remove all blockage and well flushing with water including making good of leakage in joints wherever required in cement mortar (1:2) complete all as specified and as directed by Engineer-in-charge. |
| 68 | M&L for cleaning of salt glazed stone ware (SGSW) sewage pipe line 100mm dia (internal) by rodding/pumping between intermediate/1st manholes to manholes or between manholes to septic tanks or between septic tank to soak pits to remove all blockage and well flushing with water including making good of leakage in joints wherever required in cement mortar (1:2) complete all as specified and as directed by Engineer-in-charge. |
| 69 | M&L for brick work with sub class \"B\" bricks, straight or curved on plan exc. 6m mean radius in cement mortar 1:4, complete all as per specified and as directed by Engineer-in-charge. |
| 70 | Demolition and breaking up including removing salt glazed stoneware pipe 150mm bore (internal) with concrete bedding and haunching complete including necessary earth work as required complete all as specified and as directed by Engineer-in-charge. |
| 71 | Demolition and breaking up including removing salt glazed stoneware pipe 100mm bore (internal) with concrete bedding and haunching complete including necessary earth work as required complete all as specified and as directed by Engineer-in-charge. |
| 72 | M&L for 100mm dia (internal) salt glazed stone ware drain pipes (Grade A) ISI Marked as in sewage lines laid in trenches and jointed complete all as specified and as directed by Engineer-in-Charge. |
| 73 | M&L for 150mm dia (internal) salt glazed stone ware drain pipes (Grade A) ISI Marked as in sewage lines laid in trenches and jointed complete all as specified and as directed by Engineer-in-Charge. |
| 74 | M&L for concrete bed to 100mm dia drain pipes including packing under & haunching against the sides of pipes with concrete after they are laid & tested in PCC (1:4:8) type D2 (using 40 mm graded crushed stone aggregate) complete all as per specified and as directed by Engineer-in-charge. |
| 75 | M&L for concrete bed to 150mm dia drain pipes including packing under & haunching against the sides of pipes with concrete after they are laid & tested in PCC (1:4:8) type D2 (using 40 mm graded crushed stone aggregate) complete all as per specified and as directed by Engineer-in-charge. |
| 76 | M&L for for precast cement concrete (1:2:4) type B1 (using 20 mm gradedcrushed stone aggregate) as in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces set in cement mortar 1:4complete all as specified and as directed by Engineer-in-charge. |
| 77 | M&L 15mm thick rendering in CM (1:4) on other than fair faces of brick work or concrete surfaces and finished the surface even & smooth without using extra cement complete all as per specified and as directed by Engineer-in-charge. |
| 78 | S&F in repair 110 mm dia PVC (SWR) pipes single socketed, in any length,laid in trenches or in floors, complete all as per specified and as directed by Engineer-in-charge. |
| 79 | S&F in repair 75 mm dia PVC (SWR) pipes single socketed, in any length,laid in trenches or in floors, complete all as per specified and as directed by Engineer-in-charge. |
| 80 | S&F PVC (SWR) 75 mm bore bends complete all as per specified and as directed by Engineer-in-charge. |
| 81 | S&F PVC (SWR) 110 mm bore bends complete all as per specified and as directed by Engineer-in-charge.Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule \"A\"/BOQ. |
