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| 1 | 17.6-Construction of Embankment with Materialobtained from Borrow pits NA Construction of EmbankmentCBR 8% (for new road/ raising/ berms/ etc.) with approvedmaterial obtained from borrow pits, including compensation ofeart h with all lead and lift transporting to site, spreading,grading to required slope and compacting to meetrequirement of table 300-2, as per technical clause 305 ofMORT&H specifications.HSR Rate(Rs.) 184.00 Through |
| 2 | 17.5.3-Compacting Original Ground 3. Compactionof EarthworkCompaction of & preparation of sub grade includingloosening, levelling of earth 225 mm thick top layer, roughdressing of soil, final dressing of earth to give level, camber,watering, rolling with road roller, compacting the bed toachieve minimum dry density as given in the Table 3000-2 asper technical clause 305 of MORT&H specificationsHSR Rate(Rs.) 7.00 Through Rate |
| 3 | 17.15.1-Granular Sub-Base with Coarse GradedMaterial - Grading-I or II or III (Table:- 400-2)Construction of granular sub-base by providing coarse gradedmaterial, spreading in uniform layers with motor grader onprepared surface, mixing by mix in place method withRotavator at OMC, and compacting with vibratory roller toachieve the desired density, complete as per clause 401.ofMORTandH specifications 1. Grading I materialHSR Rate(Rs.) 911.00 Through Rate |
| 4 | HSR Item 6.1.2-Providing and laying in position cementconcrete of specified grade excluding the cost of centeringand shuttering - All work below plinth level and up to Floor IVlevel: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 gradedstone aggregate 20 mm nominal size)HSR Rate(Rs.) 3476.00 Through Rate |
| 5 | 17.69.2-Interlocking Concrete Block Pavement 2.Providing and Laying 80 mm thick ISI marked InterlockingPaver Blocks conforming to IS 15658:2006/IRC SP 63: 2004of all shapes and colours in design mix cement M 40 over thebed of 30 mm thick fine sand complete in all respect.HSR Rate(Rs.) 655.00 Through Rate |
| 6 | 6.14.2-Providing and laying in position specifiedgrade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work upto plinth level : 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4graded stone aggregate 20 mm nominal size)HSR Rate(Rs.) 3875.00 Through Rate |
| 7 | 6.33.3-Steel reinforcement for R.C.C. work, wherenot included in the complete rate of RCC, includingstraightening, cutting, bending, placing in position, binding,wastage, overlaps, welded joints, spacer bars, chairs, stays,hangers and annealed steel wire etc. complete in all respectbelow plinth level Note: Reinforcement shall be measured inlength including hooks, if any, separately for differentdiameters as actually used in work , excluding overlaps.Wastage, overlaps, couplings, welded joints, spacer bars,chairs, stays, hangers and annealed steel wire or othermethods of binding & placing shall not be measured and costof these items shall be deemed to be included in the rates forreinforcement. 3. Cold twisted barsHSR Rate(Rs.) 68.00 Through Rate |
| 8 | 13.29.2-Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer usingstructural steel etc. as required. 2. In gratings, frames, guardbar, ladder, railings, brackets, gates and similar worksHSR Rate(Rs.) 83.00 Through Rate |
| 9 | 7.20.2-Brick work with common burnt clay modularbricks of class designation 10.5 in foundation and plinth in: 2.Cement Mortar 1:6 (1 cement : 6 coarse sand)HSR Rate(Rs.) 4146.00 Through Rate |
