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| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed by Engr-in-Charge. |
| 2 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, Returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, in any type of soil complete all as specified and directed. |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed. |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 5 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge. |
| 6 | M&L for Hardcore of gauge n exc. 63mm (of broken stone or boulders), deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge. |
| 7 | M&L for cement concrete 1:4:8 type D2 (40 mm graged aggregate) as in foundation and filling mass concrete complete all as specified and directed by Engr-in-Charge. |
| 8 | M&L for Cement concrete Type C2, 1:3:6 (40mm stone aggregate) as in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and directed. |
| 9 | Providing cement concrete Type B1 1:2:4 (20mm graded aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed by Engr-in-Charge. |
| 10 | M&L for Type B1, 1:2:4 (20mm graded aggregate) Pre-cast cement concrete with hollow block masonry, exc. 10 cm in width and setting in CM 1:6, complete complete all as specified and directed by Engr-in-Charge. |
| 11 | M&L for RCC (Nominal mix) Type B1, 1:2:4 (20mm graded aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 12 | M&L for RCC (Nominal mix) Type B1, 1:2:4 (20mm graded aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engr-in-Charge. |
| 13 | M&L for RCC (Nominal mix) Type B1, 1:2:4 (20mm graded aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engr-in-Charge. |
| 14 | Use and waste flat formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed by Engr-in-Charge. |
| 15 | Use and waste Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed by Engr-in-Charge. |
| 16 | Use and waste Square, Rectangular or polygonal Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed by Engr-in-Charge. |
| 17 | M&L for second class hard wood in scantling, clean sawn, timber framed and fixed, complete all as specified and directed by Engr-in-Charge. |
| 18 | S&F 2nd class hardwood plain, solid, straight chowkats and frames, wrought framed rebated on the solid, rounded or chamfered put together with glue pinned at joints, complete all as specified and directed by Engr-in-Charge. |
| 19 | S&F 30mm thick 2nd class hardwood, Glazed and skelton shutters, open rebated and prepared to receive glass, gauze etc (without sash bars) edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc size of members of shuters as specified in SSR Part-I, Section 8, clause 8.24(a), fittted to chowkats, complete all as specified and directed by Engr-in-Charge. |
| 20 | S&F 30mm thick 2nd class hardwood, Plain framed, framed, panelled shutter (any number of panels) with panels of timber flat on both sides (feather edged) or of veneered particle board medium density, wood particle board with commercial face veneers fitted to chowkats, complete all as specified and directed by Engr-in-Charge. |
| 21 | S&F PVC wall Lining consisting of 5mm thick Plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specifications and drawing, complete all as specified and directed by Engr-in-Charge. |
| 22 | S&F 5mm thick PVC sheet fillet of width 35mm for wall panelling inclusive of fixing on to wall to make PVC frame as per specification and drawing complete all as specified and directed by Engr-in-Charge. |
| 23 | S&F 100mm aluminium anodised, barrel tower bolts of extruded section and fixed, complete all as specified and directed by Engr-in-Charge. |
| 24 | S&F 200mm aluminium anodised, barrel tower bolts of extruded section and fixed, complete all as specified and directed by Engr-in-Charge. |
| 25 | S&F 250mm Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed, complete all as specified and directed by Engr-in-Charge. |
| 26 | S&F 125mm butt hinges, mediam weight, cold rolled mild steel and fixed complete all as specified and directed by Engr-in-Charge. |
| 27 | S&F 75mm butt hinges, mediam weight, cold rolled mild steel and fixed complete all as specified and directed by Engr-in-Charge. |
| 28 | S&F 100mm Aluminium handles, cast type, anodised complete all as specified and directed by Engr-in-Charge. |
| 29 | S&F 150mm Aluminium handles, cast type, anodised complete all as specified and directed by Engr-in-Charge. |
| 30 | S &F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. |
| 31 | S&F Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework ofwater tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed by Engr-in-Charge. |
| 32 | S & F MS screw bolt(Machine made) with hexagonal or squre heads at one end and screwed the other or screwed both ends and dia of bolt 11 to 15 mm and length exc 10cm n exc 15 cm long complete all as specified and directed. |
| 33 | S&F Mild steel Round bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping forcolumns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips for chain link fencing complete all as specified and directed. |
| 34 | Taking down of electrical switch board of any size/tube light/ceiling rose/holder and refixing after and over wall panelling complete all as specified and directed. |
| 35 | S&F Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-Charge. |
| 36 | S&F Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-Charge. |
| 37 | S&F Rolled mild steel work as in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc complete all as specified and directed. |
| 38 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and directed. |
| 39 | S & F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified. |
| 40 | Supply only chain link fencing mesh size of 100 x 100 mm of 4mm dia galvanised wire complete all as specified and directed. |
| 41 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws as specified complete all as specified and directed. |
| 42 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed. |
| 43 | M&L for 3mm thick cover fillet of standard hard board, 40mm wide and fixing with screws complete all as specified and directed by Engr-in-Charge. |
| 44 | M&L for 4mm thick Plywood, grade BWR, type BB, fixed with screws to timber frame work in ceiling, complete all as specified and directed by Engr-in-Charge. |
| 45 | M&L for 75mm thick PCC 1:3:6 type C2 (40mm graded aggregate) as in plinth protection complete all as specified and directed. |
| 46 | M&L for 100mm thick cement concrete 1:4:8 type D2 (40 mm graged aggregate) in sub base or floors, complete all as specified and directed by Engr-in-Charge. |
| 47 | M&L for 75mm thick Cement concrete type D2, 1:4:8 (40mm graded aggregate) as in sub base or in floors complete all as specified and directed by Engr-in-Charge. |
| 48 | M&L for 25mm thick Cement concrete type B0, 1:2:4 (12.5mm graded aggregate) as in floors complete all as specified and directed by Engr-in-Charge. |
| 49 | M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment complete all as specified and directed by Engr-in-Charge. |
| 50 | M&L for Rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 complete all as specified and directed. |
| 51 | M&L for 20mm thick screed bed or bedding layer in CM 1:6 for laying floor finishes complete all as specified and directed BY Engr-in-Charge. |
| 52 | M&L for Preparation of new plastered surface of wall and applying two coat of OBD over a coat of Priming plastered and other surfaces with alkali resistant priming paint complete all as specified and directed. |
| 53 | M&L for Preparation of new plastered surface of wall and applying two coat of cement base paint over a coat of priming plastered and other surfaces with alkali resistant priming paint complete all as specified and directed. |
| 54 | S&F 4mm thick sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane complete all as specified and directed. |
| 55 | M&L for preparation of new or previously untreated wooden surfaces of any description, not otherwise described over 10cm width or girth, and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engr-in-Charge. |
| 56 | M&L for preparation of new steel urfaces of any description, over 10cm in width or girth,not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc crome complete all as specified and directed. |
| 57 | Preparation of new steel surfaces of any description, n.exc10cm in width or girth when unconnected with other painting or when painted in adifferent tint and applying two coats of synthetic enamel paint over a coat of red oxide zinc crome complete all as specified and directed. Please Enable Macros to View BoQ information |
