| 1 | 1.01 | 8.6 (d)-cement concrete plain 1:2:4 mi | | 29.83 | cum |
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| 2 | 1.02 | 8.5 (b)-In cement | | 22.47 | cum |
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| 3 | 1.03 | 10.41-cement concrete 1; 2 ; 4 with stone aggregate 20 mm nominal size in foundation and plinth. | | 58.09 | cum |
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| 4 | 1.04 | 10.28.-Cement concrete 1 : 8 : 16 with stone aggregate 40 mm Nominal sie in foundation and plinth. | | 48.72 | cum |
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| 5 | 1.05 | 10.82-stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering , laid in position, complete in all respects. | | 22.48 | cum |
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| 6 | 1.06 | 10.95. (a)-extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4 | | 22.48 | cum |
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| 7 | 1.07 | 10.159-Providing & laying 80 mm thick ISI marked interlocking paver Blocks (conforming to IS 1568 2006) IRC SP 63-2004 of all shapes & colours in design mix cement M- 40 over a bed of 30mm thick fine sand complete in all respect | | 419.97 | Sqm. |
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| 8 | 1.08 | 11.3- First class brick work laid in cement sand mortar1:5 in foundation and plinth. | | 68.45 | cum |
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| 9 | 1.09 | 15.5.-12 mm thick cement plaster 1:4 | | 195.77 | sqm |
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| 10 | 1.1 | 18.22.-Cold twisted deformed (:ribbed/tor steel) bars for R.C.C. works, where not included in the complete rate of R.C.C including bending, binding and placing in positon complete. | | 24.76 | Qtl |
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| 11 | 1.11 | (b)-Type I drain | | 885.5 | mtrs |
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| 12 | 1.12 | 4.1.(a)-Stone (building or pitching),sand, bajri, shingle, spalls, bricks-bats, brick ballast and stone metal loading into wagons | | 29.83 | cum |
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| 13 | 1.13 | 6.7-Earth work in excavation in foundations, trenches Of under ground structures sullage drains, etc., and Other similar works in ordinary soild including Dressing of bottom and sides, to correct levels and templates, cutting Of trees and bushes, dewatering of rain water, diversion of traffic, fixing And maintenance of caution boards, and night singnals, crossing over Trenches for access to houses, watching stacking of excavated soil, clear From the edge of excavation, and subsequent filling, where required around Masonry, in 15 cm layers, with compaction and disposal of surplus Soil as directed within a lead of 30 metres for depth upto 2 METRES BELOW NATURAL GROUND LEVEL (For Public Health works only) | | 183.89 | cum |
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