|
| 1 | Demolition of cement concrete (unreinforced) in first floor, ground floor, and paving at any thickness below or above floor level of any description and in any position including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge |
| 2 | Demolition Brickwork of stone/boulder masonry,Kerb stone, build in cement mortar or cement lime mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles all as specified. |
| 3 | Demolition of bricks (laid flat or on edge) or brick tiles in floors, channels, intrlocking tiles, aprons, etc. (each layer), laid, bedded and pointed in any mortar all as specified. |
| 4 | Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out in Soft/loose soil.complete all as specified and as directed by Engineer-in-charge |
| 5 | M&L for Hardcore of broken brick gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface.complete all as specified and as directed by Engineer-in-charge |
| 6 | M&L PCC 1:3:6 type C2 (Using 40mm graded stone agg) as in foundation filling and mass concrete complete all as specified and as directed. |
| 7 | Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge. |
| 8 | Material and labour for brick work with sub class ‘B’ old size bricks (old serviceable bricks obtained from demolition/dismantled item shall be reused ) straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge. |
| 9 | M & L for cement concrete ( 1 : 3 : 6 ) type C-2 using( 40mm graded aggregate) as in surface channel and drains all as specified and directed by Engineer-in-charge. |
| 10 | M & L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc. |
| 11 | M & L for old size bricks, sub class B laid flat in floors, bedded and jointed in cement mortar 1 : 6 and pointed in cement mortar 1 : 3 as in drains.all as specified and directed by Engineer-in-charge. |
| 12 | M & L for bricks, sub class 'B' laid on edge in floors, bedded and jointed in cement mortar 1 : 6 and pointed in cement mortar 1 : 3 all as specified and directed by Engineer-in-charge. |
| 13 | M & L for P C C 1 : 2 : 4 type B-1 using 20 mm graded aggregate in bed plates , bends , coping, benching etg moulded or chamfered edges complete all as specified. |
| 14 | M&L for 450mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified. |
| 15 | M&L for 600mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified. |
| 16 | Returning , filling including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed by Engr-in-Charge |
| 17 | Removing of excavated material n exc 50 mand depositing where directed at a level n exc 1.5 m bove the starting point complete all as specified and directed by Engr-in-Charge |
| 18 | Material and labour for Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick,watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and directed by Engr-in-Charge |
| 19 | Demolition stone/marble slabs of any description or thickness as in floors/ cooking platform/steps/interlocking tiles any type etc. laid bedded and pointed in any mortar including removing rubbish material from the site complete all as specified and as directed by Engineer-in-charge |
| 20 | M & L for Surface dressing n exc 15 cm deep complete all as specified and as direcetd.complete all as specified and as directed by Engineer-in-charge |
| 21 | M&L 75mm Cement concrete type D 2, 1:4:8 (40mm graded aggregate) as in sub base complete all as specified and directed by Engr-in-Charge |
| 22 | Material and labour for 75mm thick cement concrete ( 1:2:4), type B-1 using 20 mm graded stone aggregate as in floor, hardstanding/paving/path etc., and surface finished even & smooth without using extra cement including necessary form work complete all as specified and as directed by Engineer-in-charge. |
| 23 | Material and Labour for machine pressed precast interlocking paver block 60 mm thick with grey cement and no pigment, factory made, any shape and size, and colour conform Running Metering to IS 15658-2006, made out of M-35 grade concrete laid over and including 25 mm thick layer of sand cushioning complete all as specified and as directed by Engineer-in- charge. Note: The rate of 25mm thick layer of sand cushioning is included in this item and nothing shall be paid extra on this account. |
| 24 | M&L Chequered cement concrete tiles 20cm x 20cm x 25mm/30cm x 30cm x 25mm thick, set, jointed & pointed in neat cement slurry in floors /path with grey cement & no pigment over 15mm thick screed in CM(1:6) complete all as specified and as directed by engineer in charge. |
| 25 | Material and labour for PCC (1:3:6), type C-1 using 20 mm graded stone aggregate as in Kerb stone/ coping/packing around chequered tiles/interlocking tiles/PCC jalli & similar work etc complete all as specified and as directed by Engineer-in-charge. |
| 26 | 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 (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 opening wherever required complete all as specified and as directed by Engineer-in-charge. |
| 27 | Material and labour for preparation of new concrete surface/ Kerb Stone of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed by Engineer-in-Charege |
| 28 | Material and labour for preparation of old concrete surface/ Kerb Stone of any description over 10 cm width or girth and applying two coats of synthetic enamel paint and removal of existing paint , complete all as specified and directed by Engineer-in-Charege |
| 29 | 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; walkways, railings, framework of water tanks, Drain covers , gate and similar work conforming to Fe.290.Gde-E-165 including embeding in concrete and screwing,ERW or welding etc. complete all as specified and as directed by the Engineer-in-Charge |
| 30 | Material and labour for preparation of new steel and iron surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed by Engineer-in- charge. |
| 31 | Material and labour for preparation of old painted steel surfaces of any description not otherwise described over 10cm width or girth by cleaning the dust and removing all loose particle with using sanded paper, clean cloths and dry paint brush & applying one coat of synthetic enamel paint (1st quality) of approved tint/colour to achieve glossing finish with using paint brush complete as specified and as directed by Engineer-in-Charge. |
| 32 | Taking down cement or cement lime plaster from brick wall etc including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge. |
| 33 | Material and labour for rendering/plastering 15mm thick in cement mortar (1:4) on any face of Brick walls or concrete surfaces (external surface), finished even and smooth without using extra cement, complete all as specified and as directed by the Engineer-in-Charge. |
| 34 | Material and labour for Dholpur stone uniform colour of each stone size not exceeding 0.5 sqm (sizeand colour as approved by GE) 16-18 mm thick work in wall cladding ,gate, arches,steps,jambs, pillars, floor and like in set and jointed with approved High polymer modified, grey cement-based tile adhesive suitable for fixing medium format tile/stone in walls/floor conforms to IS 15477 : 2019 type 2T “Adhesives for use with Ceramic, Mosaic and stone Tiles” Conforms to EN 12004: 2017 and is a normal cementitious adhesives (C1) with slip resistance (T) of class C1 and necessary grouting as per manufacturer’s instruction, including pointing in coloured cement (1:2) using dust with admixture of pigment to match with shade of stone moulding/rounding on edges by grinding complete all as specified and directed by Engineer-in-Charge.Note- Rate is included for necessary scaffolding. |
| 35 | Material and labour 18-20mm thick machine cut, granite duly factory grinding and polished (table rubbed and polished) of approved colour for counter sunk wash basin, plateform/cooking plateform, steps, wall, etc as directed, including screed bed 10mm thick in cement mortar (1:4) (grey cement slurry) including pointing in white cement (1:2) using marble dust with admiture of pigment to match with shade of granite stone slab including cutting as required including cleaning complete all as specified and as directed by Engineer-in-Charge. |
| 36 | S&F, steel work in tubular trusses, Ms tubes including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 complete. |
| 37 | M&L for roof trussess (framed) trussed, purlines, crane gantries, rails,MS plate,bolts, hollow sections and fastenings complete using ERW or induction welding (beams, angles, tee, channels) etc complete all as specified. |
| 38 | Supply & Fixing Fibre glass reinforced Plain sheeting fixed with coach screw and washer in roof, wall etc complete all as specified and directed by Engr-in-Charge |
| 39 | S&F Pre -Painted galvalume Alumenium zinc coating GI based corrugated steel sheet 0.50mm Thickness of any colour having a tensile strength of 550 MPA as in roof covering fixed with self tapping screws including dismantling existing AC sheet or any other type of sheet all As specified and directed by Engineer-in-charge. |
| 40 | Supply & laying in position TMT bars of 10mm dia in reinforcement, cut to length, bend to shape required including cranking, bending, hooking ends & binding with and including mild steel wire (annealed) not less than 0.9 mm dia all as specified and as directed by Engineer-in-Charge. |
| 41 | M&L for MS TMT bars 6mm to 8mm dia and over,cut to length ,bent to shape incl binding with MS annealed wire not less than 0.9mm dia complete all as specified and directed |
| 42 | M&L for use and waste form work to soffits and sides of slab etc. of flat fair finished surfaces of concrete ,etc complete all as specified and directed |
| 43 | M&L for RCC 1:2:4 type B0 12.5 mm graded stone aggregate as in slab supported on walls,beams and columns ,footing,roof landing,balconies,canopies deck slabs and shelves etc. complete all as specified and directed |
| 44 | Providing precast cement concretetype B0 (1:2:4), 12.5mm graded aggregate as in Jafari, louvres and jallies, 25mm thick (measured solid), including all mouldings but excluding frame (pre cast frame shall be measured separately and paid for under item 04032), set in cement mortar 1: 4 complete all as specified and directed. |
| 45 | Providing precast ce- ment concrete type B1(1:2:4) 20 mm aggregate in window or door cills, lintels,bressumers,steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in cement mortar 1:4 complete with joints to match and complete all as specified and as directed by Engineer-in-Charge. |
| 46 | M & L for two coats of white wash incl preparation, washing rubbing down and stopping of painted surfaces over old surfaces walls , drain ,etc complete all as specified and as directed by Engineer-in-Charge. |
| 47 | Material and labour for preparation of old decorated surfaces (plastered/unplastered) of walls/pillars /cornices by removing / scraping down all loose particle, smoke soot, moulds, moss & efflorescent salts, oil & greasy spots etc with using broom / steel patti / wire brush / sand papering or by any other mean, washing down with water including applying white cement based putty where required for filling to depressions/nail holes/light cracks etc and to make surface even and smooth upto entire satisfaction of Engineer-in-charge, and after preparing the surface applying Two coat of cement base paint with paint brush or roller brush, as per existing or as approved tint/colour complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
