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| 1 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 4 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-chargeIn cement mortar |
| 5 | Taking out doors, windows and clerestory window shutters (steel or wood)including stacking within 50 metres lead Of area 3 sq. metres and below |
| 6 | Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead Of sectional area below 40 square centimetres |
| 7 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:G.S. Sheet |
| 8 | Earth work in excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- chargeAll kinds of soil. @70% |
| 9 | Ordinary rock@20% |
| 10 | Hard rock (Blasting Prohibited) @10% |
| 11 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-chargeAll kinds of soil @70% |
| 12 | Ordinary rock@20% |
| 13 | Hard rock (Blasting Prohibited) @10% |
| 14 | Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil @70% |
| 15 | Ordinary rock@20% |
| 16 | Hard rock (Blasting Prohibited) @10% |
| 17 | Providing and laying of stone solling on horizontal level. Incld. c/ stone and carriage complete. Carriage upto 20 km by MT |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 19 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources |
| 20 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 21 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 22 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources |
| 23 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 |
| 24 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 |
| 25 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Hot rolled deformed bars including carriage |
| 27 | 20 mm thick in pure mud plaster Constituents of mud itself act as binder (clay in mud ) and and aggregate ( sand in mud). In case of claley soil or sandy soil, clay content of mud preferably kept between 12% -3% by mixing Markalak (fullers Earth in required proportion phukma ( straw) is to be added to reduce cracks. with 3 coats of Aerople Lineseed oil ( Double boiled ) to water - proof the surface. Fevicol DDL binder to be mix (20:4) ratio and with cement to be added @5% and crusher dust 10% fine using approved quality of eath. |
| 28 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 29 | Providing & fixing stabilized mud concrete solid blocks (adobe) with 3% cement,masonry up to floor five level including hoisting and setting in position in mud mortar using approved quality mud with carriage of material complete. |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for 1 Foundations, footings, bases of columns, etc. for mass concrete |
| 31 | Walls (any thickness) including attached pilasters, butteresses, plinth and stringcourses etc. |
| 32 | Stairs, (excluding landings) except spiral-staircases |
| 33 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 34 | Suspended floors, roofs, landings, balconies and access platform |
| 35 | Providing and fixing Rectangular Aluminum Information Board of thickness 4mm with Polished surface Including writing the information with Specific colour and fixing in ( M-15)concrete complete |
| 36 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately):Second class k wood |
| 37 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick ecorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type |
| 38 | \\"Providing and fixing panelled or panelled and glazed shutters for doors, windowsand clerestory windows fixing with butt hinges of required size with necessaryscrews, excluding panelling which will be paid for separately, all complete as perdirection of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)Second class teak wood 30 mm thick shutters \\" |
| 39 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size |
| 40 | Providing and fixing door/ window fittings of stain less steel L drop 12\\" with necessery screws complete job |
| 41 | Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.125x65x2.12 mm |
| 42 | Providing and fixing chromium plated brass handles with necessary screws etc. complete: 125mm |
| 43 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc.complete. |
| 44 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 45 | Providing and fixing wooden railling including blausters with polishing two or more time and all necessary fixtures fittings complete job of ist class kail wood. |
| 46 | R/r stone masnoanry with Hard stone dressed in proper shape by using hammer in quarry including levelling up with cement mortar of 1:4 upto five floor level . |
| 47 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 48 | Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. |
| 49 | Providing and laying local dressed stone (Yamas) laid over concrete base in 1:4 mix white cement mortar filling the gap including cost and carriage upto 50km by MT and 25 mtr by Hload |
| 50 | Providing and laying Cotton rug/Carpet to the ground of Buddha Statue including carriage complete. |
| 51 | Providing and installing Small Metal Bronze Butter Lamp(Skonchay) at the Buddah statue Apati kargil Including all items complete job. |
| 52 | Providing and installing White Metal Bronze Butter Lamp at the Buddah statue Apati kargil Including all items complete job. |
| 53 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.)M/S Gate of size 6x7 ft and design as per the site engineer including necessary welding/ Fixing and applying a priming coat of approved primer on exposed surface etc. complete |
| 54 | painting on steel works with deluxe multi surface paint to given an even shade two or more coat applied @ 90ltr /10sqm over and under coat of primer applied @ 8ltr/10sqm of approved brand and manufacture. |
| 55 | Supplying and polishing the Buddha Staute with Colour Enhancer, Sealer and wet look two or more coat to make /give a high glossy finish complete job |
| 56 | P/F Lumination external illumination pole lights With anti theft light cover /internal lights having weather resistant for cold clamitic condition along with copper wires , 1.5sqmm-4sqmm and 16mm 3 phase service line and along with Mcb's Pvc conduit channels all items complete job. |
| 57 | \\"Supplying and fixing of 30 watt light with inbuild battery with 75 watt solar pannel and 6 mtr pole complete including fixing in 1:3:6 concrete carriage complete. |
| 58 | Providing and fixing pvc prience pipe type-B of different size incld fitting as per requirement complete. |
| 59 | Supplying and plantation of juniper and rose Plant local kind with all required planting materials and labour including water for 60 days. |
| 60 | Carriage ofCement/Steel lead upto 25 km by MT |
| 61 | Carriage of Sand /Agg. Lead up to 25km by MT. |
| 62 | Carriage of stone lead up to 50km by MT and 50 mtr by hL Qntt. Vide item no 37 &15 |
| 63 | Disposal of the excavated soil upto a lead of 2km by MT |
| 64 | Items for providing and laying of Flexable pavement for improvement /Upgradation of Approach road apati statue RD (0-510):Earthwork in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth,1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m,as directed by Engineer-in-charge.All kinds of soil. |
| 65 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 66 | Providing , laying , spreading and compacting stone aggregate of specific size to water bound macadam specification 3rd (75mm thick) incld. Spreading in uniform thickness, hand packing, rolling with smotth wheel roller 80-100 KN in stages to proper grade and camber, apply and brooming, stone screening to fill up the interstices of coarse aggregate watering and compacting to required density grading 3 as per technical specification clause 405 by mechinacal means incld. material T&P etc and testing of materials for quality control complete job |
| 67 | Providing, and applying priming coat with bitumen emulsion SS-1 using emulsion distributor @1 kg/sqm on the prepared granular surface cleaned with hydraulic broom, as per technical specification clause 502/503 incld; loading unloading and haulage of material T&P etc and testing of materials for quality contorl complete job. |
| 68 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity |
| 69 | Providing and applying tack coat using hot straight run bitumen of grade VG- 10,including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm |
| 70 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment androlling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mmcompacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity |
| 71 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100sqm of road surface, including rolling and finishing with road roller all complete. |
| 72 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning theroad surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 73 | Providing and fixing 300mm dia of M/S pipe for cross drainage works including fixing in M10 B/S and carriage all complete job. |
| 74 | Providing and laying and compacting shoulders/berms including watering, rolling to desired compacting as per direction of site engineer including carraige an average lead of 15km by MT complete job. |
| 75 | Disposal of excavated soil upto a avg . lead of 2km by MT vide qntt.1 Please Enable Macros to View BoQ information |
