|
| 1 | 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 % 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 : 2.2.1 All kinds of soil (DSR 2023, S No.-2.2.1) |
| 2 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSR 2023, S No.-16.69) |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4 to 53 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(3) |
| 4 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-ill) derived fromnatural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 2023 4.1.8. |
| 5 | Providing concrete for plain/reinforced concrete (RCC Grade M-20) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 6 | Supplying, Fitting and PlacingHYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Clauses 1000 and 1202 |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 2023 - 6.1.1 |
| 8 | CEMENT PLASTER (IN COARSE SAND)12 mm cement mortrar plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR 2023 - 13.4.1 |
| 9 | Providing and fixing unplasticised -PVC pipe clips of approved designto unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc complete.(110 mm) DSR -2023 12.43.2 |
| 10 | Supply & Laying of precast concrete Blocks (Interlocking tiles) for paving of thickness 60mm to 100mm (Compressive strength not less then 30Mpa as specified in IS: 15658) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006 (SOR Agra Circle PWD Agra Ch-5,Si 17 New) 80 mm Thick Grey Rubber moulded. |
| 11 | Providing / Laying / Fixingof inauguration board Retro Reflectorised Signs (Stainless steel Frame and Post with one side signs) size 1.50 m x 1.20 m as per specifications MORTH 801(8.6)- Base (SOR- Ch-6, SI. No. 25) |
