| 1 | 1 | PIG SHED | | | |
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| 2 | 1.01 | Earthwork in excavation upto a depth of 2m below the existing ground level for foundation trenches of foundations, footings of columns/walls, retaining walls, septic tank, etc. including bailing out water where necessary and removal of surplus earth with all leads and lifts as directed and specified for the following classification of soils\na) In ordinary soil;\n | item1 | 19.377 | m3 |
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| 3 | 1.02 | Earthwork in filling including necessary carriage, watering, ramming etc. complete as directed and specified.\nEarth/Sand filling in plinth in layers not exceeding 150mm thick\n(b)With available excavated earth including breaking clods, consolidating each layer by ramming and watering with all lead and lifts\n | item2 | 13.692 | m3 |
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| 4 | 1.03 | Providing brick soling in foundation and under floor with stone/best quality picked jhama brick, sand packed and laid to level and in panel after preparing the sub grade as directed including all labor and materials and if necessary dewatering, complete.\nd) Stone soling of thickness 150mm\n | item3 | 35.36 | m2 |
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| 5 | 1.04 | Plain cement concrete works with coarse aggregates of sizes 13mm to 32mm in foundation bed for footing steps, walls, brickworks etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).\n(a) In prop. 1:3:6 (1cement: 3coarse sand: 6coarse aggregate) by volume (using mixture machine)\n | item4 | 2.628 | m3 |
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| 6 | 1.05 | Providing and laying concrete in Reinforced Cement Concrete Works using Concrete Mixture Machine with coarse sand & 20mm downgraded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately)\nIn foundation and sub-structure including footings, column with base, tie and plinth beams, pile cap, raft slab, base slab, RCC walls, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.\n(Without using admixture, plasticizer)\n(a)M 15 or prop 1:2:4 (for non-structural works)\n | item5 | 7.275 | m3 |
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| 7 | 1.06 | In columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase etc. above plinth level up to 1st floor level. (Without using admixture, plasticizer)\n (a)M 15 or prop 1:2:4 (for non-structural works)\n | item6 | 0.92 | m3 |
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| 8 | 1.07 | Supplying, fitting & fixing in position reinforcement bars up to 1st floor level, conforming to relevant I.S. code for RCC work/RB walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurements for the same is required)\n(a)From primary sources like TATA/SAIL/ESSAR/JINDAL/SHYAM/RINL\n(ii) Super Ductile (SD) TMT reinforcement bars\n | item7 | 8.274 | qntl |
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| 9 | 1.08 | Providing formwork of ordinary timber planking of thickness not less than 25mm and removal of the same for concrete members so as to give a rough finish including centering, shuttering, strutting and propping etc. for height of propping and centering of supporting floor to the soffit of the concrete member not exceeding 4.0M as specified for the following items:\n(a) Foundation, footings, base of columns, pile cap, raft and mass concrete works etc.\n | item8 | 29.4 | m2 |
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| 10 | 1.09 | (d) Sides of tie beams, grade beams, etc. at or below ground level requiring formwork at sides only. | item9 | 12.6 | m2 |
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| 11 | 1.1 | (e) Columns, pillars, posts and struts.\ni) Square, rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face.\n | item10 | 14.7 | m2 |
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| 12 | 1.11 | Brickwork in cement mortar with 1st class brick including racking out joints and curing complete in super structure above plinth level upto 1st floor level including dewatering if necessary as directed.\na) In proportion 1:3 (1cement : 3sand)\n | item11 | 5.583 | m3 |
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| 13 | 1.12 | 40mm thick cement concrete floor consisting of 25mm under layer of cement concrete in prop. 1:3:6 (1cement:3coarse sand:6 coarse aggregate of 12.5mm and down) and 15mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement:1coarse sand:2 coarse aggregate of size 10mm down) laid in panel and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75kg per square meter of floor area) including curing etc. complete as directed | item12 | 20 | m3 |
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| 14 | 1.13 | Providing CC/Brick/Stone Open Surface drain with 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shuttering for sides and earthwork in excavation of foundation trenches and refilling the sides after completion of work etc. as specified.\nc) With stone masonry work in cement mortar in proportion 1:6 with 100mm thick sides wall and base and 100mm thick CC (1:3:6) base.\ni) 300mm wide and average 150mm deep\n | item13 | 18 | m |
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| 15 | 1.14 | Providing wood work in frame (chowkats) of doors, windows clerestory windows and other similar works wrought, framed and fixed in position in contact with C.C or brick masonry wall including supplying, fitting and fixing with M.S. holdfast (40mmx3mmx250mm) as per design embedded in cement concrete block in proportion 1:2:4 and with two coats of kiricide oiling to the timber faces in contact with C.C and masonry as directed and specified.\nc) Red Pine\n | item14 | 0.075 | m3 |
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| 16 | 1.15 | Providing fitting and fixing battened, framed and braced door and window shutters including oxidized iron butt hinges (100mm x 58mm x 1.90mm) 6nos. with necessary screws complete as directed.\na) With red pine wood.\n | item15 | 2.6 | m3 |
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| 17 | 1.16 | Providing, fitting and fixing steel windows/ventilators (openable) of standard rolled steel section as per I.S code-1038 joints mitred and welded with 15mm x 3mm x 100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device and steel handles, peg stays of 300mm long etc. complete as per drawing including applying a priming coat of red lead paint | item16 | 10.8 | m2 |
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| 18 | 1.17 | Supplying, fitting, fixing anodized aluminium fittings of approved make, reasonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete. (anodized to bright natural matt & satin finished)\nd) Shutter hooks and eye.\n iii) 150mm\n | item17 | 6 | nos |
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| 19 | 1.18 | Supplying, fitting, fixing Stainless Steel fittings of approved make, reasonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary C.P brass screws etc. complete. (bright natural matt & satin finished)\na) Door handle\niii) 150mm\n | item18 | 10 | nos |
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| 20 | 1.19 | Providing, fitting, hoisting and fixing of roof trusses including purlins fabricated using iron hollow section conforming to relevant I.S code, as per approved design and drawings including providing M.S cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fittings necessary cleats etc. for fixing ceiling joists as per design and drawing as directed.\nUsing TATA make Circular Hollow section of Grade YST-310 conforming to I.S specification : 1161-1998\n2” circular hollow truss\n | item19 | 4.13 | qntl |
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| 21 | 1.2 | Providing corrugated galvanized iron sheet roofing of TATA SHAKTEE/SAIL including fitting and fixing necessary galvanized J or L hooks, bolts and nuts 8mm dia with bitumen washer 25mm diax3mm thick and 1.6mm thick limpet washer complete excluding cost of roof truss, purlin etc. (Roof trusses and purlin etc. to be measured and paid separately)\n(a) 0.45mm thick\n\n | item20 | 40.92 | m2 |
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| 22 | 1.21 | Providing galvanized iron ridging of TATA SHAKTEE/SAIL including supplying and fixing necessary galvd. Screws/washers etc. complete as directed.\na) 0.45mm thick\n(ii)230mm lapping\n\n | item21 | 18.6 | m |
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| 23 | 1.22 | 15mm thick Cement Plaster In single coat on fair side of single or half brick wall for interior plastering upto 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed.\na) In cement mortar 1:3\n | item22 | 60.18 | m2 |
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| 24 | 1.23 | Applying one coat of distemper primer of approved brand and manufacture on wall surface after thoroughly brushing the surface free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth | item23 | 60.18 | m2 |
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| 25 | 1.24 | Distempering with dry distemper of approved brand and manufacture (two coats) and of required shade on new wall surface to give an even shade, after thoroughly brushing the surface free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth | item24 | 60.18 | m2 |
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