| 1 | 1 | 6.6 Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters. | | 199 | 100 Cum |
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| 2 | 2 | 6.13 (a) earth work under roofs with surplus so I, excavated from foundation and taken only from outside the building plinth, in 15 cm layers. including ramming, watering and consolidation lead upto 30 meters.\n\n | | 173 | 100 Cum |
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| 3 | 3 | 9.6 Centering and shuttering for faces of walls, partitions, retaining Walls, well staining and the like (vertical or battering) including attached pilasters, buttresses etc. when curved.\n\n | | 171 | Sqm, |
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| 4 | 4 | 10.39 Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth\n\n | | 11 | Cum |
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| 5 | 5 | 10.66 Providing & laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete of site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth (Note: Cement content considered in this item is @ 330 kg/cum). | | 74 | Cum |
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| 6 | 6 | 16.10 Applying priming coat on steel work consisting of genuine red lead mixed with linseed oil and turpentine oil in equal proportions. \n\n | | 1221 | Sqm, |
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| 7 | 7 | 16.20 Painting two coats on iron sheets with roofing white, grey or green ready-mixed paint on new work to give an even shade.\n\n | | 1221 | Sqm, |
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| 8 | 8 | 18.9 (b) Structural steel work in compound girders or stanchions built up from two or more R.S. Joists or channel section or plates and angles etc., welded including cutting and fixing all lattice bars, stiffeners, gusset plates, bolts, nuts, welding rods, etc., complete with flange plates, heads, sole plates, angle connections etc., with hoisting and erecting in position.\n(b) With two or more channels or plates or angle irons etc.\n | | 497 | Qtl. |
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| 9 | 9 | 18.22 Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depts/storey/basements etc.\nNote: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.\n | | 52 | Qtl. |
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| 10 | 10 | 21.1 (i) (e) Providing under reamed cast in situ piles using controlled concrete grade M-20 designed mix, 3.5 m deep including boring and getting out the soil and disposal upto a lead of 100m including cost of steel reinforcement jointing the ties with main bars with welding and also all T & P complete in all respects:-\n(e) 400 to 550 mm dia under reamed piles\n(ii) Extra for additional under reaming inside the bore holes for under reamed piles: -\n | | 16 | Each |
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| 11 | 11 | (ii) (e) Extra for additional under reaming inside the bore holes foe under reamed pile :-\n400 to 550mm dia under reamed piles\n | | 16 | Each |
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| 12 | 12 | (iii) (e) Extra for every additional 1 Metre length of pile, over the length mentioned in item No. 21.1(i):- \n400 to 550mm dia under reamed piles\n | | 40 | Pr. Mtr. |
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| 13 | 13 | (v) Carrying out the initial loading text for under remed piles. | | 16 | Each |
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| 14 | 14 | Extra for betonies slurry to be used under water conditions of the cost of pile as per item No.21.1 to 21.4 only. | | 1 | Each |
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