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| 1 | Name of Work: Betwa Vihar Awasiy Yojna Ke Shesh Bhag me Sevar Line ka Nirman, Vidhman Sevar Line ki Safai and Marummat ka Karya.Note :-(1)- GST Excluded on the aforesaid work. |
| 2 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 350mm SOR/DSR/RATE ANALYSIS14.77 DSR(2023) |
| 3 | First class brick work in 1:4 cement and fine sand of 1.25 FM. mortar in foundation and plinth including supply of all materials, labour and T & Petc. required for proper completion of the work. SOR/DSR/RATE ANALYSIS305 SOR (2022) |
| 4 | 12 mm Cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. In girth and finished even and smooth. No extra for mixing any additive. (II) 1 Cement: 4 fine sand SOR/DSR/RATE ANALYSIS17.58 SOR (2022) |
| 5 | Providing and applying Plaster of Paris Putty of 2 mm Thickness over plastered surface to prepare the surface even and smooth complete. SOR/DSR/RATE ANALYSISNew item Ref DAR 13.26 SOR (2022) |
| 6 | Finishing walls with water proofing cement paint of approved make and quality on new work with two coat to give to give an even shade. Including supply of all material, labour and T&P etc. required for proper completion of the work. SOR/DSR/RATE ANALYSIS660 SOR (2022) |
| 7 | R.C.C. work with cement approved coarse sand and 2 cm .(3/4\") guage approved stone ballast in the proportion of 1:1.5:3 inR.C.C at foundation and Footing excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour &T&P etc. required for Prpoper completion of the work. Binding wire cost being included in the item SOR/DSR/RATE ANALYSIS 287(1) SOR (2022) |
| 8 | Mild steel or iron work in plain work such as reinforced concrete/brick work wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks, and authorized over lapping shall be measured. SOR/DSR/RATE ANALYSIS 504 SOR (2022) |
| 9 | Excavation of following depth for laying of sewer line (Loam clay or sand i/c dressing levelling, refissing of French in 20 cm layer watering, ramming and removal of surplus earth and other dismentaled material upto a Distance of 50 cm from the center of French as directed by E/I SOR/DSR/RATE ANALYSISSI No.252 SOR (2022) |
| 10 | cement concrete with 4cm (1.5\") gauge approved stone ballast ,approved course sand and cement in the proportion of 8:4:1 including supply of all materials,labour and T&P etc. required for proper completion of the work SOR/DSR/RATE ANALYSISSI No.281 SOR (2022) |
| 11 | Cement concrete with 2 cm gauge approved stone ballast, approved course sand and cement in the proportion of 4:2:1 including supply of all materials labour and T&P etc. required for proper completion of the work. but with 2cm gauge approved stone balast . SOR/DSR/RATE ANALYSISSI No. 279 (1) New tem Page No 40 SOR (2022) |
| 12 | Supply of 350 mm dia R.C.C. NP-3 hume pipe including Cartage upto 100 km SOR/DSR/RATE ANALYSISSi No. 73 (iii) page no. 31 SOR (2022) |
| 13 | Laying and fixing (with 1:3 Cement and coarse sand mortar ) of hume pipe in proper complete as per direction of engineer-in-charge. 350 mm dia NP-3 SOR/DSR/RATE ANALYSIS page No 80 new item No-2 (a) SOR (2022) |
| 14 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 finesand) including testing of joints etc. complete 450 mm dia. R.C.C. pipe SOR/DSR/RATE ANALYSIS19.35+ 19.35.1 DSR (2023) |
| 15 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design |
| 16 | 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 17 | SOR/DSR/RATE ANALYSIS19.9+19.9.1+ 19.9.1.1 DSR 2023 |
| 18 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 SOR/DSR/RATE ANALYSIS19.10 +19.10.1 DSR 2023 |
| 19 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design. 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 SOR/DSR/RATE ANALYSIS19.11+19.11.1 + 19.11.1.1 DSR 2023 Please Enable Macros to View BoQ information |
