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| 1 | Name of Work: Aantiya Talab se Pathoriya Puliya Hote huye Thapak Bag Tak RCC Nala Nirman Karya.Note :-(1)-GST Excluded on the aforesaid work. |
| 2 | Carrying out an extensive topographical land survey for the proposed RCC storm water drain project, starting from Antia Talab to Thapakbagh through Pathoriya Puliya. This survey will obtain elevation and invert levels at key points, including the beginning and end points, as well as junctions such as Antia Talab (1.829 cum per sec), Pathoriya Puliya (2.587 cum per sec), and Filter Road Puliya (1.829 cum per sec). The survey results will be used to establish the depth of excavation needed and to ensure that the drain design provides adequate self-cleansing velocity. Additionally, the survey will support the hydraulic structural design in accordance with the prescribed discharge conditions, thus optimizing the operational performance of the drain system. The final report, along with other existing documents, will be submitted to the authorities. |
| 3 | Dismantling cement concrete or brick or granolithic S floors including base concrete and including stacking of dismantled materials as directed by Engineer-in-charge with in a distance of 60mt. (200 feet). SOR No. 697 |
| 4 | DRAINSEarth work in Excavation by mechanical means (Hydraulice Excavator) / manual means over areas ( exceeding 30cm in depth 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth to be levelled and neatly dressed. All kinds of soil Ordinary Soil (5%) Lvl 0.00 to 1.50 PWD-251 |
| 5 | Lvl 1.5 to 3.0PWD-251+254 |
| 6 | hard Rock Cutting (90%)Lvl 0.00 to 1.50 DSR-2.9.2 |
| 7 | Lvl 1.5 to 3.0DSR-2.9.2+2.11 |
| 8 | Soil Mix with kankar(5%)Lvl 0.00 to 1.50PWD-252 |
| 9 | Lvl 1.5 to 3.0PWD-252+254 |
| 10 | Concrete with 4cm gauge stone ballast, coarse sand of 1.25 FM and cement in proportion of 8:4:1 in foundation and under floors, including supply of all materials labour and tools and plants etc. required for proper completion for the work.PWD-281 |
| 11 | close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to DSR No. 16.78.2 |
| 12 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and Including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200.(a) R.C.C. work in Footing in 1:1.5:3PWD-283A |
| 13 | (b) R.C.C. work in Wall in 1:1.5:3 PWD-289 |
| 14 | (c) R.C.C. work in Slab in 1:1.5:3PWD-284A |
| 15 | Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to require shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hook. SOR No. 504 |
| 16 | Disposal of earth upto 5 KM A.R.I |
| 17 | Cost of weep hole A.R.II |
| 18 | Mild steel or iron work of small Sizes and sections such as holding down bolts, hold fasts, tie, rods. gratings etc. (when not included in an over all rates) wrought to required form, including supply of steel, bolts, nuts and wastage etc. and their fixing required for proper completion of the work. SOR No. 502 |
| 19 | Road Cutting including reinstatement of roads, including supply of all materials complete in all respect. Cast cement concrete door sills, chaukhats boundry posts, shelves and similar small work with cement, approved coarse sand and 2 cm. 13/4\") gauge approved stone ballast in the proportion of 124 excluding supply of reinforcement and its binding. SOR No. 282 |
| 20 | Providing and laying of 80mm Interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all material, labour, T&P etc required for proper completion of the work. SOR No. New Item-3 |
| 21 | Dewatering works during construction at site for day and night as required during the execution of the entire work till its completion. The rate including of the pump, fuel, labour T & P etc.M.R |
| 22 | Earth Work in Excavation in trenches for foundation, pipes,cables etc. in ordinary soil (loam clay or sand) including lift upto 1,50 meter and lead upto 30 meter. And dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer. (FOR DIVERSION OF DRAIN)PWD-251 |
| 23 | (c) DISMANTALING OF MISCELLANAOUS WORKS Provision for traffic diversion, barricading of road, providing sign boards, night lamps and making arrangement for public safety on both side of the drain (2x150=300 m) MR |
| 24 | Provision for Shifting or repairing of house water connection complete with replacing of GI Pipe if needed with fittings.MR |
| 25 | Provision for shifting of Electric poles, transformers, overhead Lines etc. from alignment of drainMR |
| 26 | Making temporary, bunds for totally dry up working space and dismantling of the same after completion of work with placement of sandy bags at every 15 m spacing.MR |
| 27 | Repairing of damaged telephone cable at urgent basis with labour etc.MR |
| 28 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (1200 mm) DSR NO-19.36.5 |
| 29 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet). PWD-692 |
