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| 1 | w.no. 15 hardaul taliya retaing wall & chain link facing work |
| 2 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : DSR No-2.2.1 All kinds of soil |
| 3 | Supply and filling in plinth with sand under floors, including watering ramming, consolidation and dressing complete. DSR No. 2.27 |
| 4 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources DSRNo-4.1.8 |
| 5 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR No-4.1.2 |
| 6 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete DSR No-10.2 |
| 7 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. 16.70.1 Made of G.I. wire of dia 4 mm DSR No-16.70 |
| 8 | Supply and filling in plinth with sand under floors, including watering ramming, consolidation and dressing complete. DSR No. 2.27 |
| 9 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources DSRNo-4.1.8 |
| 10 | 1:1.5:3 ( 1 cement 1.5 Coarse sand (zone-111) drived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources DSR No. 5.1.2 |
| 11 | Centering and shuttering including strutting propping etc. and removal of form work for Retainng walls, return walls, walls(any thckness) including attached pilasters, buttressses, plinthj and string courses fillets, kerbs and steps etc. 4.3.2 |
| 12 | Steel Reinforcement for R.C.C work including straigthening , cutting , bending ,placing in position and binding all complete upto plinth level. DSR No. 5.22.1 |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) D.S.R. No.6.1.1 |
| 14 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.11.28.1 Red sand stone |
| 15 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : DSR No-2.2.1 All kinds of soil |
| 16 | Supply and filling in plinth with sand under floors, including watering ramming, consolidation and dressing complete. DSR No. 2.27 |
| 17 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources DSRNo-4.1.8 |
| 18 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 19 | 1:1.5:3 ( 1 cement 1.5 Coarse sand (zone-111) drived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources DSR No. 5.1.2 |
| 20 | Centering and shuttering including strutting propping etc. and removal of form work for Retainng walls, return walls, walls(any thckness) including attached pilasters, buttressses, plinthj and string courses fillets, kerbs and steps etc. 4.3.2 |
| 21 | Steel Reinforcement for R.C.C work including straigthening , cutting , bending ,placing in position and binding all complete upto plinth level. DSR No. 5.2.2.1 |
| 22 | Supply of approved manfactures and fixing of 80mm thick rubber molded interlocking paver block of minimum compressive threnght kg. Per sq.m respectively made of concrete mixture 1:11/2:3 of approved make shape in all of complete work at per direction of I.R.C. in all of the work labours and materials T.N.P. etc required for proper completion of the work at site. |
| 23 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR No-2.31 |
| 24 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like DSR No-14.23 |
| 25 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : DSR No-2.2.1 All kinds of soil |
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