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| 1 | Demoltion of cement concrete (unreinforced) in ground floor and paving n.exc 15cm thickness (below or above ground level) and removing the debris complete all as specified and as directed. |
| 2 | Demolition of brickwork built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and as directed. |
| 3 | M & L for PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete complete all as specified and as directed. |
| 4 | M & L for brick work with old size Fly ash bricks in CM 1:4 straight or curved on plan exc 6m mean radius complete all as specified and as directed. |
| 5 | M & L brickwork with fly ash bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified and as directed. |
| 6 | Taking down cement plaster on brick wall including raking out joint hacking for key scrubbing down ith water etc., complete all as specified and as directed. |
| 7 | M & L for Rendering in cm 1:4, 15mm thick on fair faces of brick work, including finishing the surface even and smooth without using extra cement with WPC(Note:- WPC shall be measured and paid seperately) |
| 8 | M& L for PCC 1:2:4 type B-1 using 20mm graded aggregate as in coping and benching including weathering slightly rounded or chamfered angles and throating as directed including form work complete all as specified and as directed. |
| 9 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/ stopped ends complete all as specified and as directed. |
| 10 | M & L for Reinforced concrete pipes of 300mm dia bore of pipe, class NP-3, laid and jointed complete with collars |
| 11 | M & L for Concrete bed to drain pipes of 300mm dia using PCC 1:3:6 Type C-2 including packing under and completely surrounding pipes with concrete after they are laid and tested complete all as specified and as directed. |
| 12 | Demolition of reinforced cement concrete in any position and description (reinforcement to be cut as required to facilitate demolition) complete all as specified and as directed. |
| 13 | M & L for providing precast cement concrete type B1 (1:2:4) using 20 mm graded stone aggregte, as in man hole covers and set in cement mortar 1:6.Note:- Reinforcement shall be measured and paid seperatly. |
| 14 | M & L 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 quality conforming to Fe-410-s or Fe-410-0 |
| 15 | M & L for MS TMT bars 6mm to 8mm dia and over cut to length bent to shape required including cranking, bending spially for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed. |
| 16 | M & L for PCC 1:3:6 type C-2 ( using 40mm graded stone aggregate) as in beds of drain complete all as specified and as directed. |
| 17 | S & F in repair to Heavy duty recast moulded Steel Fiber reinforeced cement concrete facorty made precast moulded and vibo compacted manhole covers with necessary handles of sizes 600 x 600 x 50mm thick arounded with steel strip 50 x 1.25mm reinforced as per manufacturers design in manufactured process laid over existing drain complete all as specified and as directed.Make of SFRC Manhole/Drain Cover and frame:-(a) M/S PS Concrete (b) M/S KK Manhole (c) SS or Equivalent as approved by GE . Note:- Contractor shall provide PV alongwith manufacturer test certificate of SFRC Cover. |
| 18 | S & F in repair to Heavy duty recast moulded Steel Fiber reinforeced cement concrete facorty made precast moulded and vibo compacted manhole covers with necessary handles of sizes 1200 x 900 x 50mm thick arounded with steel strip 50 x 1.25mm reinforced as per manufacturers design in manufactured process laid over existing drain complete all as specified and as directed.Make of SFRC Manhole/Drain Cover and frame:-(a) M/S PS Concrete (b) M/S KK Manhole (c) SS or Equivalent as approved by GE . Note:- Contractor shall provide PV alongwith manufacturer test certificate of SFRC Cover. |
| 19 | Removing of drain cover slab of any size and replacing same after removing mud/ silt etc., including making good the damaged surfaces with PCC/ plastering, complete all as specified and as directed.Note:- Removal of Mud/ silt will be measured and Paid Separately. |
| 20 | Removing accumulated silt/mud/vegitation of any kind inside the drain, scrapping, digging etc by any means manually and disposing the same at a level n.exc 1.50m above the starting point at a distance n.exc 1.0km and claening the surrounings of the drain complete all as specified and as directed. |
| 21 | Dismantling of stone slabs & tiles of any description or thickness in floor aprons, cills etc laid bedded & pointed in any mortar complete all as specified and directed. |
| 22 | M & L for machine cut broken stone or boulders of gauge n.exc 63mm as in hard core n.exc 150mm thick spread and levelled including watering & ramming complete all as specified and as directed. |
| 23 | M & L PCC 1:4:8 100mm thick D-2 type (using 40mm graded aggregate) as in sub base complete all as specified and as directed. |
| 24 | M & L PCC 1:2:4 75mm thick type B-2 (using 40 mm graded aggregate) as in hardstanding complete all as specified and as directed. |
| 25 | M & L Sand filling under floors or in foundations including wateringand consolidation complete all as specified and as directed. |
| 26 | M & L machine pressed Pre cast rubber finished coloured PCC interlocking paver block any shape and size conforming to IS 15658-2006 of 60mm thickness, M-35 Grade of cement concrete of with grey cement and pigment complete all as specified and as directed. |
| 27 | M & L chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment including 15mm thick cement screed bed in CM 1:6 complete all as specified and as directed. |
| 28 | M & L 20mm thick Granite (of any type) work (table rubbed and ploished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including 10mm thick rendering in cement mortar (1:4) as in backing coat of granite complete all as specified and as directed. |
| 29 | M & L 20mm thick Granite (of any type) work (table rubbed and ploished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including 20mm thick rendering in cement mortar (1:6) as in backing coat of granite complete all as specified and as directed. |
| 30 | Dismantling wrought iron or mild steel work of any description not otherwise provided including doors, gates for complete all as specified and as directed. |
| 31 | S & F of Bands, straps,supports or stays for rainwater, ventailing pipes, including bolts, if required hooks,heavy, for large gates, hook and pintle hinges; large hasps and stables; chains;hand made sliding bolts; clamps; hold fasts; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe -290 Gde -165 complete all as specified and as directed. |
| 32 | S & F for ms as in posts and struts in fencing angle including cutting tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing with mesh etc including all necessary drilling bolting or riveting etc and similar work confirming to Fe-290 (Gde-E-165 quality-B.Note:- Posts/ struts of angle iron made to shape shall be welded to existing angle iron bracket of security wall, contractor shall make his own arrangement for welding for boundary wall by using gensets or any alternative arrangement all as specified and directed by Engr-in-Charge. |
| 33 | S & F framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete drilled for fixing of steel sheeting or other covering. Doors, etc to be prepared for hanging or sliding with and including either hooks or hinges or steel hanging door fittings (exclusive of steel, sheeting or other cvering, running rails and guides) and hanging; also fastening and fixing complete conforming to grade Fe-410 (Gde-E-250) quality A(b) RCC pillar/ brick pillar and painting to steel surface including all connected items shall be measured and paid seperately under relevant items. (iii) Design as per directed by Engr-in-Charge. |
| 34 | S & F Mild steel 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, frame work of water tank and similar work conforming to Fe- 290. Gde-E-165 complete all as specified and as directed. |
| 35 | M & L for welding in repair, exc 2.5 cm but n.exc 5 cm in length thickness of metal to be welded exc 20mm but n.exc 25mm complete all as specified and as directed. |
| 36 | M & L for running welding in repair exc 9mm but n.exc 20mm complete all as specified and as directed. |
| 37 | M & L painting the surfaces of steel any description over 10cm in width or girth, with two coats of synthetic enamel paint over a coat of red oxide including preparation of new steel surface complete all as specified and as directed. |
| 38 | Preparation of old painted steel surfaces of any description not otherwise described, over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed. |
| 39 | S & F in repair Galvanized 2 stand Steel Barbed wire 2.24mm dia barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to any type of standerd rails, straining bolts,including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc including taking down of existing barbed wire as directed (each line wire to be measured) complete all as specified and as directed. |
| 40 | Restraining re-securing including making good staples or tightning of cross wire galvanised barbed wire in any dia of wire or any spacing complete all as specified and as directed. |
| 41 | S & F in repair any dia concertina coil directed by Engr-in-Charge reinforced punched(chrome razor or blade wire with barbed top of 0.5mm thick galvanised sheet and core wire of dia 2.5mm of high tensile steel wire incuding galvanised MS staples/ Clips for tying at crossing complete including taking down of existing concertina coil complete all as specified and as directed. |
| 42 | S & F mild steel security chain link fencing 60mm x 60mm with PVC coated mesh made out of 2.5mm dia MS wire and 1.50mm thick PVC coating throughout fixed to RCC post including binding wire complete and including taking down of existing chain link fencing complete all as specified and as directed. |
| 43 | Taking down and re-fixing 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 as directed. |
| 44 | Dismantling posts or struts (wood, steel or R.C.C.) any section embeded in concrete, including taking out embedded portion and making good disturbed ground complete all as specified and as directed. |
| 45 | M & L PCC 1:3:6 type C-2 (40mm graded aggregate) foundations, filling and mass concrete complete all as specified and as directed. |
| 46 | S & F 10mm dia MS round bars including welding with necessary lapping complete all as specified and as directed Gde IS-432 (Part-I ) |
| 47 | S & F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but n exc 10cm long with diameter of shank 11 to 15mm complete all as specified and as directed. |
| 48 | M & L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage wherever required complete all as specified and as directed. |
| 49 | M & L for Reinforced cement concrete (nominal mix) in Type B-1 1:2:4 (20 mm graded aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed. |
| 50 | M & L for Reinforced cement concrete (nominal mix) in Type B-1 1:2:4 (20 mm 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 as directed. |
| 51 | S & F for formwork to sides of pillars, posts, struts, piers, columns and stanchions finished as rough concrete surface complete all as specified and as directed. |
| 52 | S & F for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beam, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical to batter finished as rough concrete surface complete all as specified and as directed. |
| 53 | M & L for preparation of new wall surfaces and applying a coat of alkali resistant primer and applying two coats of cement based paint complete all as specified and as directed. |
| 54 | S & F Mild steel welded steel wire fabric weight per sqm n.exc 4 kg supplied and fixed to wood or steel members complete all as specified and as directed. |
| 55 | M & L for Reinforced cement concrete (nominal mix) in Type B-1 1:2:4 (20 mm graded aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings including attached pilasters and buttresses complete all as specified and as directed. |
| 56 | S & F for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc vertical to batter finished as rough concrete surface complete all as specified and as directed. |
| 57 | M & L for preparation of new wall surfaces and applying a coat of alkali resistant primer and applying two coats of cement based paint complete all as specified and as directed. Please Enable Macros to View BoQ information |
