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| 1 | E/W .in cutting &filling on roadincluding cartage 3.0 km work done distance all complte |
| 2 | Dismantling existing plaster i/c disposal of refuse materialsas directed by the engineer - in charge with adistance of 60 mtr.As perS.I.no. 706 |
| 3 | Cement,concret on slab with 1:2:4 in cement,c/sand &20mm s/grit i/csupply of materials labour T&P etc all complete s.i.no. 284 A |
| 4 | 12mm thick plaster in 1:3 cement & C/Sand mortar all complete. S. I. NO. 583 |
| 5 | P&A white cement base putty of average thickness 1mmall complete S.I.NO. D.S.R. 13.80 |
| 6 | Finishing walls with premium acrylic smooth exterior paintfor all complete workS.I.NO13.47.1 same as item no-05 |
| 7 | Supply and fixing of murga jali all complete works S.I. NO.13 (iii)on Roof |
| 8 | Providing and laying of rectified ceramic floor Tiles of size 600x600 mmlaidover cement mortor20 mm thick including all DSR NO. 11.41.2 on Fursh |
| 9 | Providing and laying of rectified ceramic WallTiles of size 600x600 mmlaidover cement mortor20 mm thick including all DSR NO. 11.41.2 |
| 10 | E/W. excavation in foundation in ordinary soilincluding filling lift upto 1.5 mtr and lead upto 30 mtrincluding filling ,watering and ramming of excavated earth into the trenches etc all complete S.I.No. 251 |
| 11 | P/L. P.C.C. 1:6:12in cement,f/sand,40 mm. B/B including supply of all materials,labour and T&P etc. requariedfor proper completion of the work and curing complete also including cost of formwork in foundationand floors all complete S. I. No. 273 |
| 12 | First Class 150 bricks work in 1:4cement &C/Sand mortar all complete. S. I.NO. 305 ( b ) |
| 13 | 12mm thick plaster in 1:3 cement & C/Sand mortar all complete. S. I. NO. 583 |
| 14 | Providing and laying Cement concrete 1:2:4 in cement , c/sand, 20 mm s/grit including supply of all materials. Labour and T&P etc. Requaried for proper completion of the work and curing complete also including cost of formwork in foundation and floors all coplete S.I No.279(b) |
| 15 | Construction of granular sub-base by providing well graded material ,spreading inuniform layers with moter grader on prepared surface, mixing by mix in place methodwith rotavator at OMC,and compacting with smooth wheel rollerto achieve the desired density ,complete as per Technical SpecificationClause 401. |
| 16 | Construction ofun-reinforced dowel joints atexpansionand costructionjoint oniy ,plain cement cocrete pavement thickness as per design over a perroared sub base with 43 Gradecement or anyothr typeas per claus1501.2.2 M 30 (Grade) course and fineaggregatesconformingto IS .383. maximum size of courseaggregate not exceeding sealant dowl near approachesto bridge/culvertand costructionjoints,curring compound (where specified )andwater finishingto lines and gradeas perdrawingand technicalspecification1501 |
| 17 | S/F Sign boardat site all complete |
