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| 1 | Taking out liquid/solid content from sump/septic tank/manhole either manually or by pumping cleaning thoroughly including disposal of liquid/solid content out of the Cantt area and covering with layer of earth complete all as specified and directed. |
| 2 | M&L for keeping fully functional,the sewage lines in entire B-2 area under AGE B/R-II including cleaning of manholes and keeping system free from any sort of blockages for the period of one calendar month complete all as specified and directed. Note:-(i) Unit rate quoted by the contractor shall be deemed to include cost of adequate T&P, equipment, safety devices etc as per requirement.(ii) Detail of area under AGE B/R-IImay be seen in the office of GE/AGE B/R-II.(iii) The conractor shall arrange and use \"Vacuum cum Suction Type Machine\" for cleaning sewage lines by water jeting , high pressure, vacuum and provn of hydraulic application through high pressure thermoplastic fibre based hose and through conical round shape nozzles pipe and flushing after cleaning/ clearing of sewage line.(iv) Pump alongwith closed container for dewatering and collecting sewage water etc shall also be arranged and provided by the contractor during cleaning of the sewage lines, manholes etc without any extra cost to the Deptt. The water so collected shall be disposed off outside MD land in drain/nullah. (v) Contractor shall depoly minimum 03 Safaiwalason all the days including Sundays and Holidays for this Area to carry out daily complaints and other works. The contractor or his representative shall get details of complaint daily from the JE/Engr-in-Charge. (v) Daily attendance of the persons employed by the contractor shall be marked and record maintained in the office of Engr-in-Charge.(vii) The contractor shall be responsible for cleaning of all the sewage lines, manholes as and when the compliant received by him for proper functioning of the lines etc so that there shall be no blockage of sewage at any stage. (viii) The sludge obtained after cleaning of sewage lines, manholes etc shall be buried in ground out side MD land after digging out pit and then refilling the pit first with sludge and then with excavated soil. (ix) All T&P such as Kassi, belcha, bamboos, rope etc shall be arranged by the contractor without any extra cost to the Deptt. |
| 3 | Excavation in trenches not exceeding 1.5min width and not exceeding 1.5mdeep, in soft/loose soil for foundation, laying of pipes, wells, cesspits, manhole, pier holes & getting out complete all as specified and directed. |
| 4 | All as per Srl item No 3 here-in-before but depth exc.1.5 m and n.exc. 3m. |
| 5 | Returning, filling in trenches including spreading, leveling,watering and well ramming in layers not exc 25cm thick complete all as specified and directed. |
| 6 | Removing excavated material to distance not exc50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed. |
| 7 | Cutting of grass, growth/vegetations, bushes or like and similar work and making the workable space for carrying out cleaning of sewage line/manholes in any location or condition all as specified and directed by Engineer-in-Charge. |
| 8 | Demolition of cement Concrete(unreinforced)in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete. |
| 9 | M & L for PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate ) as in foundation filling, mass concrete etc complete all as specified. |
| 10 | M&L for cement concrete 1:2:4, type B-1, using 20 mm graded crushed stone aggregate, as in copings, weathering, slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed. |
| 11 | Demolition and breaking up of drain pipes (salt glazed ware or AC or reinforced cement concrete), set in cement mortar, dia of pipe150mm, complete all as specified anddirected. |
| 12 | All as per Srl item No 11 here-in-before but dia of pipe 200mm. |
| 13 | M&L for providing concrete bed in PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in bed to drain pipes, dia of 150mm, including packing under and haunching against the sides of the pipes completely after pipes are laid and tested complete all as specified and directed.Note: Width of concrete bed shall be outer diameter of drain pipe plus 30cm. |
| 14 | All as per Srl item No 13 here-in-before but dia of pipe 200mm. |
| 15 | M&L for 150mm dia salt glazed stone ware drain pipes, grade ‘A’, laid in trenches on concrete bed and jointed complete all as specified. |
| 16 | All as per Srl item No 15 here-in-before but dia of pipe 200mm. |
| 17 | M&L for cutting into existing manholes for connecting new drains, dia of pipe 150mm,making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4, type B-1, smooth finished, and reforming benching as required complete all as specified and directed. |
| 18 | All as per Srl item No 17 here-in-before but dia of pipe 200mm. |
| 19 | Demolition of brick work built in cement mortar including all quoins, arches, pillar etc but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 20 | M&L for brick work with sub class ‘B’ bricks of old size, straight or curved on plan exceeding 6m mean radius, built in CM 1:4 complete all as specified and directed. |
| 21 | M & L brick work with sub class \"B\" bricks in CM 1:6, except bricks straight or curved on plan exc 6 mtr nean radius, using old size bricks |
| 22 | All as per description of serial item No 21 here in before but in half brick thick wall built in any radius complete all as specified and directed by Engr-in-Charge. |
| 23 | Taking down cement plaster on brick or stone walls etc including racking out joints hacking for key scrubbing down with water etc. complete all as specified and directed by Engineer-in-charge. |
| 24 | M&L for Rendering 15mm thick in cement mortar 1:4 on fair facesof brick workor concrete surfaces, using waterproofing compound as per manufacturers instruction, finished even and smooth without using extra cementcomplete.Note:- (WPCshall be measured and paid separately) |
| 25 | Supply only integral water proofing compound.Make : ACC/Water Seal/Doctor Fix |
| 26 | Demolition of cement concrete (reinforced) slabs (reinforcement cut as required to facilitate demolition) and removing salvage outside defence land complete all as specified. |
| 27 | M&L for mild steelTMT bars 10mmdia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 28 | M&L for precastreinforced cement concrete 1:2:4, type B-1, using 20mm graded stone aggregate as in manholes covers and similar articles, set in cement mortar 1:4 including necessary form workand similar articles complete all as specified and directed. |
| 29 | S&F steel fibre RCC manholes covers & frames medium duty circular (as per IS-12592) medium duty for clear opening 450/500/600mm and including demolition of existing covers complete all as specified and directed. |
| 30 | Demolition and breaking up of drain pipes (salt glazed ware or AC or reinforced cement concrete), set in cement mortar, dia of pipe100/75mm, complete all as specified anddirected. |
| 31 | S&F PVC SWR pipes 110 mm bore single socketed in any length with rubber ring joint fixed to wall or laid in trenches or in floors with steel clamps all as specified and directed. |
| 32 | M&L for providing concrete bed in PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in bed to drain pipes, dia of 110mm, including packing under and haunching against the sides of the pipes completely after pipes are laid and tested complete all as specified and directed.Note: Width of concrete bed shall be outer diameter of drain pipe plus 30cm. |
| 33 | S&F PVC SWR pipes 75 mm bore single socketed in any length with rubber ring joint fixed to wall or laid in trenches or in floors with steel clamps all as specified and directed. |
| 34 | S&F PVC SWR bends of 110 mm bore. |
| 35 | S&F PVC SWR bends of 75 mm bore. |
| 36 | S&F PVC (SWR) junction single (single T) equal or unequal provided with access door of 110 mm dia. |
| 37 | S&F PVC (SWR) junction single (single T) equal or unequal provided with access door of 75 mm dia. |
| 38 | S&F PVC (SWR) reducerof 110 mm dia. |
| 39 | S&FPVC (SWR) floor trap plain including jointing with solvent cement 75 mm dia all as specified |
| 40 | S&F PVC (SWR) vent cowl 75 mm bore. |
| 41 | S&F PVC (SWR) vent cowl 110 mm bore |
