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| 1 | Earth work excavation for foundations in all types of soils other than soft and hard rock, back filling in plinth and around foundations with excavated soil in layers not exceeding 150 MM, watering, consolidating including shoring/ strutting, de-watering and disposing off surplus earth within plant premises. etc., all complete as per drawings, specifications and as directed by the Engineer. |
| 2 | Up to 1.5 m depth |
| 3 | Below 1.5 m depth |
| 4 | Supplying and filling with sand below foundation, including watering,ramming, consolidating and dressing etc. complete as per specifications and as directed by EIC. |
| 5 | Providing and laying Plain cement concrete of 1:3:6[1 cement,3sand 6 stone aggregate] grade, using 40mm and down gauge crushed stone aggregate of approved quality in foundation and plinth, under floors, pavements, footings, pedestals etc. including centering and shuttering, spreading, leveling, ramming, finishing, curing etc. complete as per specifications and as directed by the Engineer-in-charge. |
| 6 | Providing and laying WBM with specified stone aggregate of size 63mm to 45mm,(Grade-II) stone screening and blinding material including screening, sorting,spreading to template, watering and consolidation with power road roller of 8 to 10 tonne capacity etc., complete as per specifications, drawings, and as directed by the Engineer. |
| 7 | Providing and laying in position specified grade of reinforced cement concrete,1:1.5:3 (1 cement : 1.5 coarse sand (zone-II) : 3 graded stone aggregate 20 mm nominal size). make of ACC/ULTRATECH/BIRLA/JAYPEE cement grade of OPC-43, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete, laying at site, spreading and compacting mechanically by using needle and surface vibrator, curing by hassien cloth, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge. The cement consumption for this item is 360Kg/Cum. In addition to the cement the agency has to add 40Kg of fly ash per Cum of concrete. The total cementitious content will be 400kg/Cum. Ash from field No2 of boiler in CPP of HWPM will be issued free of cost to the contractor. It will be the sole responsbility of the contractor to match the property of fly ash to Grade I of IS 3812 before being used in the works. the rate for concrete shall also include taking delivery of ash from CPP HWPM, transportation of fly ash to work site, processing the fly ash to specified grading, mixing the fly ash with cement etc.free of cost. It is the sole responsibility of the agency to transport the fly ash field no.2 of Boiler in CPP site. Processing the fly ash to specified grading. mixing the fly ash wtih cement etc. |
| 8 | Upto a plinth level |
| 9 | Above plinth level |
| 10 | Centering and shuttering including strutting, Propping etc, and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc., with water proof ply 12 mm thick complete as per specifications and as directed by the Engineer in Charge. |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete with water proof ply 12 mm thick |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick |
| 13 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 14 | Extra for additional height in centering, shuttering with water proof ply 12 mm thick where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, balconies and beams. |
| 15 | Suspended floors, roofs, landing, balconies and beams Height between 3.50 metre to 7.50 metre From G.L |
| 16 | Suspended floors, roofs, landing, balconies and beams Height between 7.50 metre to 11.50 metre From G.L |
| 17 | Suspended floors, roofs, landing, balconies and beams Height between 11.50 metre to 15.50 metre From G.L |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts with water proof ply 12 mm thick |
| 19 | Stairs, (excluding landings) except spiral-staircases with water proof ply 12 mm thick |
| 20 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. with water proof ply 12 mm thick |
| 21 | Providing, laying and fixing in position TMT reinforcement bars of TATA/VIZAG STEEL/SAIL/JINDAL for RCC works, including cost of supplying, cutting, bending, transporting, erecting, binding with 16 gauge MS annealed wire, cement mortar spacer blocks etc. complete as per specifications and as directed by the Engineer in charge. |
| 22 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:4 (1 cement : 4 coarse sand) including all complete as directed by engineer - in - charge. |
| 23 | Providing and laying 15mm thick cement plaster in cement mortar 1:4 (1 cement : 4 fine sand) proportion over brick/RR masonry/concrete walls, columns, floors and other surfaces including drip course/ groove in plastered surface or moulding toR.C.C. projections & providing and mixing approved water proof compound in the proportion recommended by the manufacturer, raking of joints, hacking the concrete surfaces, scaffolding where necessary, curing etc. complete as per drawings, specifica-tions and as directed by the EIC . |
| 24 | - do - plastering exterior walls of height more than 10 metre to 13 metre from ground level. |
| 25 | - do - plastering exterior walls of height more than 13 metre to 16 metre from ground level. |
| 26 | Providing and laying Chequerred precast cement concrete tiles 22 mm thick Medium shade pigment using 50% white cement 50% Grey cement in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand),curing etc.coplete as directed by the engineer in charge. |
| 27 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth all complete as per specifications and as directed by the Engineer-in-charge. |
| 28 | Finishing walls (Providing & Applying) with textured exterior paint of required shade :New work (Two or more coats applied @3.28 ltr/10 sqm)over and including priming coat of exterior primer applied@ 2.20kg/10 sqm including all as directed by engineer in charge. |
| 29 | Providing and laying Glazed Vitrified Matt/ Antiskid finish floor tiles of size 600 x 600mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of (Kajaria/ johnson/Bell/Somany) or any approved brand & manufacturer, in all colours and fixing of tiles with cement based high polymer modified quick-set grade (LATICRETE® Plus Premium or any other approved Floor Tile Adhesive ) in average 3mm thickness. including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently, easily and preparation of surface for laying of tiles and including skirting etc., all complete as per specifications and as directed by the Engineer in Charge. |
| 30 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour: for new work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre including all as directed engineer in charge. |
| 31 | Providing and fixing aluminium work for doors including door locking arangements, windows with three shutters, three tiers for the moving shutters in window frame having middle frame with stainless steel mesh, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 32 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) |
| 33 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 34 | Providing, fabricating, transporting, erecting and fixing in position structural steel members of make VIZAG/SAIL/TATA using angles, channels, beams, plates, flats, , pipes, rounds, cleats for Monkey Ladder and Lighting Tower including cutting, grinding, welding, bolting, Concrete foundation for column and applying two coats of synthetic enamel paint of approved make and shade over a coat of red oxide primer etc. complete as per the drawings, specifications and as directed by the Engineer-in-charge. |
| 35 | Providing and fixing Chlorinated Polyvinyl - chloride (CPVC) pipe 100 mm inner dia, 60 cm long For drain out the strom water on top of slab and floor all complete as per direction of Engineer-in-Charge. |
| 36 | Providing \\"HOE\\" (Excavator cum dozer) for removal of tree roots with soil, loding and unloading of material, removal of debris and other miscellaneous works including all operational costs and as directed by the Engineer in Charge. Please Enable Macros to View BoQ information |
