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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift,as directed by Engineer-in-Charge. All kinds of soil. |
| 2 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil.Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 4 | a) : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 5 | b) : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 6 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). |
| 7 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels 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 complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 3.5 |
| 8 | Extra for depth for manholes. Size 90x80 cm. With common burnt clay F.P.S. (non modular) bricks of class designation 3.5. |
| 9 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter. |
| 10 | Cleaning of Chocked drainage system consisting of manholes, sewer lines etc using hydraulic operated high pressure suction cum jetting sewer cleaning machine for dechocking and flushing of sewer lines with in the compound including removing the sludge, silt, slash, waste etc., from the manholes and disposing the waste out side the compound at approved muncipal dumping place etc., complete as per the direction of the Engineer-in-charge (rate for cleaning of entire drainage system with above operations will be measured as one job) |
| 11 | Providing & laying PVC SWR soil waste pipes (SN-8 - Orange colur pipes of aashirvaad or other approved make - UGD PUSHFIT SYSTEM PIPES) conforming to IS 16098 (Part 1) : 2013 standard Type B including jointing with 'T' shaped seal/rubber ring conforming to IS : 5382 using solvent cement or rubber lubricant as the case may be with pipes of outer dia (concealed pipe joints to be jointed with rubber ring and solvent cement and exposed joints to be jointed with rubber ring and rubber lubricant). (i) Single socketed pipe including filling alround pipes up to required thickness with Stone dust/ robo sand/ river sand & testing of joints complete as per direction of Engineer in Charge. (Couplings, other accesories/Fittings will be paid seperately).160mm diameter. |
| 12 | Providing PVC SWR couplings (SN-8 - Orange colur fittings of aashirvaad or other approved make for UGD PUSHFIT SYSTEM PIPES) conforming to IS 16098 (Part 1) : 2013 standard Type B including jointing with 'T' shaped seal/rubber ring conforming to IS : 5382 using solvent cement or rubber lubricant as the case may be with pipes of outer dia (concealed pipe joints to be jointed with rubber ring and solvent cement and exposed joints to be jointed with rubber ring and rubber lubricant). (i) 160mm diameter Coupling / Tee or any other fitting. |
| 13 | Providing & laying PVC SWR soil waste pipes (SN-8 - Orange colur pipes of aashirvaad or other approved make - UGD PUSHFIT SYSTEM PIPES) conforming to IS 16098 (Part 1) : 2013 standard Type B including jointing with 'T' shaped seal/rubber ring conforming to IS : 5382 using solvent cement or rubber lubricant as the case may be with pipes of outer dia (concealed pipe joints to be jointed with rubber ring and solvent cement and exposed joints to be jointed with rubber ring and rubber lubricant). (i) Single socketed pipe including filling alround pipes up to required thickness with Stone dust/ robo sand/ river sand & testing of joints complete as per direction of Engineer in Charge. (Couplings, other accesories/Fittings will be paid seperately).230mm diameter (200 mm inside diameter, 8 inches dia pipe). |
| 14 | Providing PVC SWR couplings (SN-8 - Orange colur fittings of aashirvaad or other approved make for UGD PUSHFIT SYSTEM PIPES) conforming to IS 16098 (Part 1) : 2013 standard Type B including jointing with 'T' shaped seal/rubber ring conforming to IS : 5382 using solvent cement or rubber lubricant as the case may be with pipes of outer dia (concealed pipe joints to be jointed with rubber ring and solvent cement and exposed joints to be jointed with rubber ring and rubber lubricant). (i) 230mm diameter Coupling / Tee or any other fitting. |
| 15 | Supplying and fixing in position precast RCC Man hole frame with cover, frame square of size 650 x 650 x 75 mm of approved make. The cover should be 40mm thick and provided with required quantity of reinforcement. The frame shall be fixed in cement mortar over the manhole opening and rounding of edges etc., shall be made complete all as per the directions of Engineer-in-charge. |
| 16 | Providing and fixing Pre-cast gully trap cover of INDO/KITTO make or equivalent of 25mm thickness of size 300 x 300 mm or of required size as per requirement for existing gully trap with necessary repairs etc all complete as per the directions of Engineer-In-Charge |
| 17 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 18 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with rcc cover and frame of INDO/KITTO make or approved equivalent of 25mm thickness of size 300 x 300 mm or of required size as per requirement as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 3.5 |
| 19 | Providing & laying PVC SWR soil waste pipes (SN-8 - Orange colur pipes of aashirvaad or other approved make - UGD PUSHFIT SYSTEM PIPES) conforming to IS 16098 (Part 1) : 2013 standard Type B including jointing with 'T' shaped seal/rubber ring conforming to IS : 5382 using solvent cement or rubber lubricant as the case may be with pipes of outer dia (concealed pipe joints to be jointed with rubber ring and solvent cement and exposed joints to be jointed with rubber ring and rubber lubricant). (i) Single socketed pipe including filling alround pipes up to required thickness with Stone dust/ robo sand/ river sand & testing of joints complete as per direction of Engineer in Charge. (Couplings, other accesories/Fittings will be paid seperately).110mm diameter. |
| 20 | Providing PVC SWR couplings (SN-8 - Orange colur fittings of aashirvaad or other approved make for UGD PUSHFIT SYSTEM PIPES) conforming to IS 16098 (Part 1) : 2013 standard Type B including jointing with 'T' shaped seal/rubber ring conforming to IS : 5382 using solvent cement or rubber lubricant as the case may be with pipes of outer dia (concealed pipe joints to be jointed with rubber ring and solvent cement and exposed joints to be jointed with rubber ring and rubber lubricant). (i) 110mm diameter Coupling / Tee or any other fitting. Please Enable Macros to View BoQ information |