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| 1 | Dismantling of plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed. |
| 2 | Supply and fix Plain, galvanished, mild steel sheeting, 1 mm thick in ridges, hips, valley gutters, drip & straight flashings at any height including necessary scaffolding (length & grith as fixed) with grade of zinc coating 275 complete all as specified and directed. |
| 3 | Supply and fix 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 complete all as specified and directed. |
| 4 | Material and labour for Excavation in post holes (Or similar holes) each not exc 0.5 cum in hard/dense soil getting out removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. |
| 5 | Material and Labour, for PCC (1 : 3: 6 ) type C2 using 40 mm graded stone aggregate as in fdn filling and mass concrete complete all as specified and directed. |
| 6 | Supply and fix rolled mild steel work in tubular trusses, post, rafter, purlin etc including special shaped washer etc. complete using ERW or induction butt weleded tubes confirming to IS-4923-1997 YST 310 etc. complete all as specified and as directed. |
| 7 | Demolition of reinforced concrete of any description and in any position not otherwise sepcifically provided complete all as specified and directed. |
| 8 | Material and Labour for mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for hoopping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing clip, Complete all as specified and directed by Engineer-in-Charge. |
| 9 | Material and labour for Precast RCC (1:2:4) type B1 (using 20mm graded stone aggregate), in cover slabs of manholes, open drains inclusive of form work set in CM (1:6) complete all as specified and directed. (Reinforcement shall be measured and paid separately) |
| 10 | Excavating in trenches, not exc 1.5 metre wide and not exc 1.5 metre in depth; for foundation, etc. and getting out soft/loose soil complete all as specified and directed by Engineer-in-Charge. |
| 11 | Returning filling in including spreading, levelling, watering & well ramming in layers not exc 25cm, thick in any type of soil complete all as specified and directed by Engineer-in-Charge. |
| 12 | Removing excavated/dumped material exc. 1.50 km but n exc. 5 km and depositing where directed at a level n. exc 1.50metre above starting point complete all as specified and directed. |
| 13 | Material and Labour for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted brought upto course built in CM 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 14 | All as per item No 13 above but except stones. |
| 15 | Material and labour for extra over granite or trap stone walling for hammer dressing to face stones and dressing of face beds and joints as specified of face beds and joints as specified of random rubble walling uncoursed or brought upto course with 40mm maximum depression on face from straight edge held against the dressed surface complete all as specified and directed. |
| 16 | Raking out joints/pointing built in cement mortar to random rubble masonry, uncoursed or brought upto course complete all as specified and directed. |
| 17 | Material and labour for flush pointing to random rubble, uncoursed or brought upto courses in CM 1:4 complete all as specified directed. |
| 18 | Material and labour for Providing PCC (1:2:4) type B1 using 20 mm graded aggeregate as in coping/Channel of drain etc including necessary formwork complete all as specified and directed. |
| 19 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 20 | Material and Labour for preparation of new steel surfaces of any description not otherwise described exc 10cm in width or girth & applying with two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by Engineer-in-Charge. |
| 21 | Demolition & breaking up drain pipes (salt glazedwere/AC/RCC ) set in CM, dia of pipe 150 mm dia complete all as specified and directed by Engineer-in-Charge. |
| 22 | Material and Labour for PCC 1 : 4 : 8 type D 2, (using 40 mm graded stone aggregate) as in bed to drain pipe including packing under & haunching against the sides of pipes of 150mm dia after they are laid tested complete all as specified and directed by Engineer-in-Charge.Note : Thickness of bed below pipe shall be 10cm and width shall be outer dia of pipe plus 30cm. |
| 23 | Material and Labour for reinforced concrete pipes, class NP2, laid and jointed with collars of dia 150 mm complete all as specified and directed by Engineer-in-Charge. |
| 24 | Demolition & breaking up drain pipes (salt glazedwere/AC/RCC ) set in CM, dia of pipe 200 mm dia complete all as specified and directed by Engineer-in-Charge. |
| 25 | Material and Labour for PCC 1 : 4 : 8 type D 2, (using 40 mm graded stone aggregate) as in bed to drain pipe including packing under & haunching against the sides of pipes of 200mm dia after they are laid tested complete all as specified and directed by Engineer-in-Charge.Note : Thickness of bed below pipe shall be 10cm and width shall be outer dia of pipe plus 30cm. |
| 26 | Material and Labour for reinforced concrete pipes, class NP2, laid and jointed with collars of dia 200 mm complete all as specified and directed by Engineer-in-Charge. |
| 27 | Material and Labour for Cleaning / removing blockage of 'S' trap/'P' trap/floor trap/Gully trap,nahani trap, pipe line & manholes in running/flowng order without disturbance by removal of blockage of any type mechanically making fully functional at any location and at any floor in the area covered complete all as specified and directed. |
| 28 | Material and Labour for Cleaning /removing blockage of chocked EWC/IWC connected pipe line & manholes in running/flowing order without disturbances by removal of blockage of any type mechanically or by means and making fully functional at any location and at any floor in the area covered complete all as specified and directed by Engineer-in-Charge. |
| 29 | Demolition of brick work or stone/boulder, masonry built in cement mortar or cement lime mortar including all quoins, pillars, arches etc, but excluding ashlar facings dressed stone work and precast concrete articles complete all as specified and directed by Engineer-in-Charge. |
| 30 | Material and labour for pre-cast cement concrete block masonary type C-1 1:3:6 (20mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar 1:6 etc. complete all as specified and directed. |
| 31 | Taking down cement plaster of any description on brick or stone surface including raking out joints, hacking for key scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge. |
| 32 | Material and Labour for rendering 10mm thick in CM 1:6 on brick/block surfaces finished even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 33 | Demolition of Stone slabs and paver blocks tiles of any description or thickness in floors, aprons laid bedded and pointed in any mortar complete all as specified and directed. |
| 34 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 35 | Material and labour for broken stone hardcore of gauge n exc 63 mm deposited spread and levelled in two layers n exc 15 cm thick, watered and rammed to a true surface of broken stone or boulders complete all as specified and directed. |
| 36 | Material and Labour for PCC type D-2, 1:4:8 (40mm graded stone aggregate) 75 mm thick as in sub base, Complete all as specified and directed by Engineer-in-Charge. |
| 37 | Material and Labour for PCC type B -1, 1:2:4 (20mm graded aggregate) 100 mm thick as in floor and finished the surface even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 38 | Material and Labour for 15 mm thick screed bed in CM 1:6 or bedding layer for laying floor finishes complete all as specified and directed by Engineer-in-Charge. |
| 39 | Material and Labour for cement concrete paving tiles 300X300X25mm thick, rubber moulded glossy finish with white cement and pigments set, jointed and pointed in net cement slurry in floors, and cut and polished, Complete all as specified and directed by Engineer-in-Charge. |
| 40 | Material and labour for crushed stone sand filling below interlocking paver block including spreading and levelling complete all as specified and directed. |
| 41 | Material and labour for 60mm thick machine pressed precast concrete interlocking paver block rubber moulded, reflective type coloured any shape and size with grey cement & pigment confirming to IS 15658-2006 of M-35 grade complete all as specified and directed. |
| 42 | All as per item No 41 but except paver block comlete all as specified and directed |
| 43 | Material and labour for Mild steel plates, chequered, 5mm thick or over in thickness as in cable trench cover and similar work confirming to Fe-290 Gde E-165 complete all as specified and directed. |
| 44 | Supply and Fix 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 of water tanks and similar work guard bars fixed to steel window or ventilator, with ornamental and intricate design complete all as specified and directed by Engineer-in-Charge. |
| 45 | Demolition and breaking up drain PVC (SWR) pipes jointed in cement mortar/solvent, internal dia of pipe upto 160mm in any position fixed on wall or in floor at any height including necessary scaffolding if required as per direction of Engr-in-Charge complete all as specified and directed. |
| 46 | Supply and fix 160mm dia PVC ( SWR) Pipes single socketed in any length with rubber ring joints fixed to walls at any height including necessary scaffoling if required complete all as specified and directed by Engineer-in-Charge. |
| 47 | Supply and fix 110mm dia PVC ( SWR) Pipes single socketed, in any length with rubber ring joint fixed to walls complete all as specified and directed by Engineer-in-Charge. |
| 48 | Supply and fix PVC (SWR) bend any radius shoe, socket etc 160mm bore with access at any height including necessary scaffolding if required complete all as specified and directed. |
| 49 | Supply and fix 110mm PVC (SWR) bends any radius with acess door complete all as specified and directed by Engineer-in-Charge. |
| 50 | Material and labour for forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `A' thickness of slab 100mm complete all as specified and directed. |
| 51 | Material and labour for 75 mm thick Cement concrete 1:3:6, type C1(using 20 mm graded stone aggregate) in plinth protections/ hard standing path etc finishing the surface without extra cement even and smooth complete all as specified and directed. |
| 52 | Material and labour 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, including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engr-in-Charge. |
| 53 | Material and Labour for Rendering 20mm thick on stone masonry surfaces or surface other than fair face of brickwork or on one side of lathing finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 54 | 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 specified and directed by Engineer-in-Charge. |
| 55 | Supply and fixing Heat Resistant Terrace Tiles (300mm x 300mm x 10mm) with SRI (solr Refractive Index) >78, Solar reflection >0.70 and initial emittance >0.75 on waterproof and sloped surface of terrace, laid on 20mm thick cement sand mortar in the ratio of 1:4 (1cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts comlpete including providing skirting upto 150mm height along the parapet walls in the same manner complete all as specified and directed. Please Enable Macros to View BoQ information |
