| 1 | 1 | Labour rate for Construction of Godown | 1 | | |
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| 2 | 1.01 | EARTH WORK \nEarth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation.\n | 2 | 410 | cu.m |
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| 3 | 1.02 | Earth is filling under floors with surplus ordinary soil or soil containing gravel excavated from foundation and / or taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating. | 3 | 460 | cu.m |
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| 4 | 1.03 | LEAN CEMENT CONCRETE\nCement Concrete 1:3:6 with stone ballast or Shingle in under floors\n | 4 | 260 | cu.m |
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| 5 | 1.04 | Cement Concrete 1:4:8 with stone ballast of Size 20 mm \nIn foundations\nUnder plinth protections\n | 5 | 80 | cu.m |
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| 6 | 1.05 | BRICK WORK\nFirst class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.\n | 6 | 150 | cu.m |
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| 7 | 1.06 | First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 metres above plinth level. | 7 | 670 | cu.m |
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| 8 | 1.07 | Extra for brick work done above 4 meters (where any single storey exceeds 4 metres in height) for every additional height of 2 metres or part thereof. | 8 | 400 | cu.m |
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| 9 | 1.08 | REINFORCED CEMENT CONCRETE\nReinforced cement concrete M-20 with cement @375/kg per cum but excluding steel reinforcement, centring and shuttering, in foundation and plinth.\n | 9 | 70 | cu.m |
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| 10 | 1.09 | Reinforced cement concrete M-20 with cement @375/kg per cum but excluding steel reinforcement, centring and shuttering, in superstructure \nin columns (rectangular, square, circular or polygonal)\nin plinth beams\nin tie beams\nin lintels and chhajas\nin suspended slabs\n | 10 | 48 | cu.m |
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| 11 | 1.1 | STEEL REINFORCEMENT\nCold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.\n | 11 | 130 | Qtls |
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| 12 | 1.11 | SHUTTERING (as per Site)\nShuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)\nCentring and shuttering for columns (Square or rectangular or polygonal in plain)\nCentring and shuttering for sides and soffits of beam, beams, lintels etc\nCentring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.\nExtra for shuttering where any single storey height exceeds 4 metres in height for every additional height of 2 metres or part thereof \n | 12 | 1 | Sq.m |
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| 13 | 1.12 | CEMENT PLASTER\n12.5 mm thick cement plaster 1:4\n | 13 | 1900 | Sq.m |
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| 14 | 1.13 | 20mm thick cement plaster 1:4 in two coat work | 14 | 1900 | Sq.m |
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| 15 | 1.14 | STRUCTURAL STEEL WORK\nStructural steel work in angles, tees, channels and flats, riveted or welded including cutting fixing all gusset plates, bolts, nuts, rivets, welding rod, etc. with hoisting and erecting in position for roof trusses, and trussed girders, etc. of any span for buildings up to 30 m span.\n | 15 | 35 | MT |
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| 16 | 1.15 | ROOFING\nCorrugated GI Sheet roofing 0.80 mm thick fixed with galvanized iron J or L hooks, GI Limpet and bitumen washers complete.\n | 16 | 1925 | Sq.m |
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| 17 | 1.16 | GSB (Granular Sub-Base)\nConstruction of granular sub-base by providing close graded material grading -I, spreading in uniform layers on prepared surface, mixing at OMC, and compacting with vibratory roller to achieve the desired density, complete.\n | 17 | 320 | cu.m |
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| 18 | 1.17 | ROLLING SHUTTER\nSupplying and fixing rolling shutters of approved make, made of 80mm x 1.25mm M.S. Laths, interlocked together through their entire length, and jointed together, at the end by end locks, mounted on specially designed pipe shaft, with brackets, side guides 27.5 cm long wire spring grade No. 2 and arrangement for inside and outside locking, with push and pull operation complete, including top cover 0.80mm thick (payment is to be made for the exact size of opening; where rolling shutter is to be fixed) along with providing & fixing ball bearing, for push and pull type rolling shutters.\n | 18 | 2 | Sq.m/each |
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| 19 | 1.18 | WHITE WASHING\nWhite washing 3 coats on internal surfaces\n | 19 | 1980 | Sq.m |
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| 20 | 1.19 | Finishing walls with exterior decorative cement based paints such as snocem robiacem etc. two coats to give an even shade | 20 | 1980 | Sq.m |
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