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| Sl. No. | Item Description |
| 1 | APPENDIX-A :- Design, Supply and Laying of HDPE PE-100/PN-6 pipe for Sewer Network, Construction of Manhole Chamber etc in Attukal Part |
| 2 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. |
| 3 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. |
| 4 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) |
| 5 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 6 | 100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 7 | 100.1.3:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 3m but not exceeding 4.5 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 50m, in all kinds of soil. |
| 8 | 100.1.4:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 4.5m but not exceeding 6m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 9 | OD103761/2025-2026:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 6.0m but not exceeding 7.50m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 10 | 100.1.6:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Ordinary Rock. |
| 11 | OD103756/2025-2026: Providing Steel shoring or Close timbering in trenches including strutting, shoring andpacking cavities (wherever required) complete (Measurements to be taken of the facearea timbered).Depth not exceeding 1.5m |
| 12 | OD103759/2025-2026: Providing Steel shoring or Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth 1.50m to 3.0m |
| 13 | OD103764/2025-2026:Providing Steel shoring or Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth 3m to 4.5m |
| 14 | 100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete. |
| 15 | 100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes. |
| 16 | OD103762/2025-2026:Laying Double Wall Corrugated(DWC) PE pipe of SN 8 class Socket and spigot joint and R/R joint with PE coupler as per IS (16098), lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels etc complete as specified and directed by the departmental officers in charge-(250mm OD x 200mm ID) |
| 17 | OD103771/2025-2026:Laying Double Wall Corrugated(DWC) PE pipe of SN 6 class Socket and spigot joint and R/R joint with PE coupler as per IS (16098), lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels etc complete as specified and directed by the departmental officers in charge-(295mm ODx250mm ID) |
| 18 | OD103757/2025-2026:Conveying 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 fine sand) including testing of joints etc., complete (excluding cost of pipes and collars): 300mm diameter RCC Pipes. |
| 19 | OD103774/2025-2026:Laying and installation of HDPE- 225mm dia, PE-100, (PN-6)- IS-14333 pipe by horizontal directional drilling method in all types of soil above/below water table up to 8m depth for gravity sewer including preparing, and setting up the plant and equipment , installing new pipe work, jointing with butt welding, testing and commissioning including cost of pipe all related civil/mechanical works like entry/exit pits as necessary. De watering, drilling, stringing, reaming, pulling back the new pipe on the designed alignment and monitoring by approved guidance system. Wastage of pipes, proper disposal of drilling fluid/bentonite slurry. Proper back filling of pit and holes by approved borrow material as per specification, approved method statement or as directed by Engineer in charge. |
| 20 | OD103767/2025-2026:Laying and installation of HDPE- 280mm dia, PE-100, (PN-6)- IS-14333 pipe by horizontal directional drilling method in all types of soil above/below water table up to 8m depth for gravity sewer including preparing, and setting up the plant and equipment , installing new pipe work, jointing with butt welding, testing and commissioning including cost of pipe all related civil/mechanical works likeentry/exit pits as necessary. De watering, drilling, stringing, reaming, pulling back the new pipeon the designed alignment and monitoring by approved guidance system. Wastage of pipes,proper disposal of drilling fluid/bentonite slurry. Proper back filling of pit and holes byapproved borrow material as per specification, approved method statement or as directed byEngineer in charge. |
| 21 | OD103773/2025-2026:Laying and installation of HDPE- 355mm dia, PE-100, (PN-6)- IS-14333 pipe by horizontal directional drilling method in all types of soil above/below water table up to 8m depth for gravity sewer including preparing, and setting up the plant and equipment , installing new pipe work, jointing with butt welding, testing and commissioning including cost of pipe all related civil/mechanical works like entry/exit pits as necessary. De watering, drilling, stringing, reaming, pulling back the new pipe on the designed alignment and monitoring by approved guidance system. Wastage of pipes, proper disposal of drilling fluid/bentonite slurry. Proper back filling of pit and holes by approved borrow material as per specification, approved method statement or as directed by Engineer in charge. |
| 22 | OD103766/2025-2026:Laying and installation of HDPE- 450mm dia, PE-100, (PN-6)- IS-14333 pipe by horizontal directional drilling method in all types of soil above/below water table up to 8m depth for gravity sewer including preparing, and setting up the plant and equipment , installing new pipe work, jointing with butt / electro fusion welding, testing and commissioning including cost of pipe all related civil/mechanical works likeentry/exit pits as necessary. De watering, drilling, stringing, reaming, pulling back the new pipeon the designed alignment and monitoring by approved guidance system. Wastage of pipes,proper disposal of drilling fluid/bentonite slurry. Proper back filling of pit and holes byapproved borrow material as per specification, approved method statement or as directed byEngineer in charge. |
| 23 | OD103768/2025-2026:Laying and installation of HDPE- 560mm dia, PE-100, (PN-6)- IS-14333 pipe by horizontal directional drilling method in all types of soil above/below water table up to 8m depth for gravity sewer including preparing, and setting up the plant and equipment , installing new pipe work, jointing with butt welding, testing and commissioning including cost of pipe all related civil/mechanical works likeentry/exit pits as necessary. De watering, drilling, stringing, reaming, pulling back the new pipeon the designed alignment and monitoring by approved guidance system. Wastage of pipes,proper disposal of drilling fluid/bentonite slurry. Proper back filling of pit and holes byapproved borrow material as per specification, approved method statement or as directed byEngineer in charge. |
| 24 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 25 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 26 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. |
| 27 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. |
| 28 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 29 | 16.91.1:Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 30 | 16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) |
| 31 | 100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead. |
| 32 | 16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. |
| 33 | 100.41.40:Supply, stacking, spreading and consolidating of Red earth in the trench of pipe line for cushion including carriage, loading, unloading & stacking up to any lead. |
| 34 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 35 | OD103763/2025-2026:Providing and fixing PVC-U pipes as per IS 15328 drop connection externally for depth from the branch sewer line to main sewer manhole or vise versa including inspection and cleaning eye, PVC-U drop pipe and bend encased around with cement concrete M15 with all form work, cutting holes in walls and making good with brick/ stone masonry work in cement sand mortar 1:4 plastered with cement sand mortar 1:3 with stiff cement mortar 1:1 around PVC-U pipe in masonry wall, making required channels complete as per standard design and specifications and/ or as the directed by the Engineer: Extra for additional drop depth of PVC-U pipes as per IS 15328 drop connection beyond 1.0 m complete as per standard specification and the direction of the Engineer.225mm dia/280mm dia/355mm dia |
| 36 | OD103770/2025-2026:Labour for cutting HDPE pipe with steel saw or suitable cutting equipment 225 mm diameter pipe |
| 37 | OD103758/2025-2026:Labour for cutting HDPE pipe with steel saw or suitable cutting equipment 280 mm diameter pipe |
| 38 | OD103765/2025-2026:Labour for cutting HDPE pipe with steel saw or suitable cutting equipment 355 mm diameter pipe |
| 39 | OD103769/2025-2026:Labour for cutting HDPE pipe with steel saw or suitable cutting equipment 450 mm diameter pipe |
| 40 | OD103772/2025-2026:Labour for cutting HDPE pipe with steel saw or suitable cutting equipment 560 mm diameter pipe |
| 41 | OD103760/2025-2026:Conveying and Sprinkling water to the pipe laying roads for reducing dust pollution to the public (Water tanker 5000 Ltr. Capacity) |
| 42 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 43 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 44 | A1. Construction of RCC Manholes and Stilling Chamber etc |
| 45 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. |
| 46 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 47 | OD103797/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift 1.5 m to 3.00m as directed by Engineer-in-charge. |
| 48 | OD103801/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means overareas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including gettingout and disposal of excavated earth lead upto 50 m and lift 3.0 m to 4.50 m as directed byEngineer-in-charge |
| 49 | OD103793/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansoverareas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) includinggetting out and disposal of excavated earth lead upto 50 m and lift 4.5 m to 6.00 m asdirected by Engineer-in-charge. |
| 50 | OD103795/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means overareas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including gettingout and disposal of excavated earth lead upto 50 m and lift 6.0 m to 7.50 m as directed byEngineer-in-charge |
| 51 | 2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock |
| 52 | OD103794/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift 1.5 to 3 m,in Ordinary rock as directed by Engineer-incharge |
| 53 | OD103787/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift 3.0 to 4.50 m, in Ordinary rock as directed by Engineer-incharge |
| 54 | OD103791/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift 4.5 to 6.0 m, in Ordinary rock as directed by Engineer-incharge |
| 55 | OD103786/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift 6.0 to 7.50m, in Ordinary rock as directed by Engineer-incharge |
| 56 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 57 | OD103792/2025-2026:Removal of Excess Earth by Lorry for minimum mechanical Conveyance and less royalty of earth |
| 58 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. |
| 59 | OD103799/2025-2026:Providing Steel shoring or Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m |
| 60 | OD103802/2025-2026: Providing Steel shoring or Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth 1.50m to 3.0m |
| 61 | OD103800/2025-2026:Providing Steel shoring or Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth 3m to 4.5m |
| 62 | 100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete. |
| 63 | OD103798/2025-2026:Providing steel sheet shoring to the sides of the trenches to depths of above 6.0 m but not exceeding 8.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete. |
| 64 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 65 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 66 | 5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural sources derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources derived from natural sources) |
| 67 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 68 | OD103790/2025-2026:Centering and shuttering including strutting etc. and removal of formwork for manholes |
| 69 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 70 | 13.18:Neat cement punning |
| 71 | 19.16:Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design |
| 72 | OD103789/2025-2026:Conveying from casting yard and fixing the RCC Cover slab size 2.00m dia,18cm thickincluding cost of 7.5kg cement/E |
| 73 | OD103788/2025-2026:Conveying and Fixing heavy duty CI MH cover 560x560 mm with frame and fixing to line and levelsincluding all necessary chipping and masonry work etc complete |
| 74 | 19.21.1: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 |
| 75 | 19.21.2: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 250 to 300 mm diameter |
| 76 | OD103796/2025-2026:Providing and fixing PVC-U pipes as per IS 15328 drop connection externally for depth from the branch sewer line to main sewer manhole or vise versa including inspection and cleaning eye, PVC-U drop pipe and bend encased around with cement concrete M15 with all form work, cutting holes in walls and making good with brick/ stone masonry work in cement sand mortar 1:4 plastered with cement sand mortar 1:3 with stiff cement mortar 1:1 around PVC-U pipe in masonry wall, making required channels complete as per standard design and specifications and/ or as the directed by the Engineer: Extra for additional drop depth of PVC-U pipes as per IS 15328 drop connection beyond 1.0 m complete as per standard specification and the direction of the Engineer.225mm dia/280mm dia/355mm dia |
| 77 | A2. Supply of Pipes and Specials |
| 78 | OD103755/2025-2026:Supplying uPVC Pipe for use in underground drainage and sewerage systems conforming to IS 15328 (Latest edition), SN 8-SDR 34, 160 mm Outer Dia. |
| 79 | OD103751/2025-2026:Supplying DWC pipe confirming to IS16098-2(latest edition) 200mm ID SN-8 Socket and Spigot pipe with rubber Insertion. |
| 80 | OD103749/2025-2026:Supplying DWC Coupler confirming to IS16098-2(latest edition) 250mm OD x 200mm ID SN-8 with 2 nos rubber insertions for Pipe Joints. |
| 81 | OD103746/2025-2026:Supply of HDPE Pipe PE 100 PN-8( IS-14333 ), 8kg, 225mm Outer Dia. |
| 82 | OD103754/2025-2026:Supplying DWC pipe confirming to IS16098-2(latest edition) 250mm ID SN-8 Socket and Spigot pipe with rubber Insertion. |
| 83 | OD103752/2025-2026:Supplying DWC Coupler confirming to IS16098-2(latest edition) 295mm OD x 250mm ID SN-8 with 2 nos rubber insertions for Pipe Joints. |
| 84 | OD103748/2025-2026:Supply of HDPE Pipe PE 100 PN-8( IS-14333 ), 8kg, 280mm Outer Dia |
| 85 | 100.98.87:Supply of RCC S&S Pipe NP3 Class, 300mm Dia. |
| 86 | OD103747/2025-2026:Supply of HDPE Pipe PE 100 PN-8( IS-14333 ), 8kg, 355mm Outer Dia. |
| 87 | OD103750/2025-2026:Supply of HDPE Pipe PE 100 PN-8( IS-14333 ), 8kg, 450mm OuterDia. |
| 88 | OD103753/2025-2026:Supply of HDPE Pipe PE 100 PN-8( IS-14333 ), 8kg, 560mm Outer Dia. |
| 89 | OD103745/2025-2026:Supply of 560mm Dia CI MH Cover with frame (Heavy duty -HD 20, weight not less than-208 kg) |
| 90 | APPENDIX-D :- Design Charges, Geo tagging of civil structures and GIS Mapping |
| 91 | OD103823/2025-2026:Geotagging of sewerage manholes, sewerage collection well, pump house and preparing as laid drawings as per the direction of departmental officers |
| 92 | OD103822/2025-2026:Mapping of Network area, Sewer Manholes with invert levels and Sewer connections using GIS, preparation and submission of as-laid drawings in soft and hard copies |
| 93 | APPENDIX- E :- Emergency works in the Execution |
| 94 | 15.2.1: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) |
| 95 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. |
| 96 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar |
| 97 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar |
| 98 | OD146348/2025-2026:Re doing the demolished Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 99 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 100 | 15.48:Taking out C.I cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually / by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer -in- Charge. |
| 101 | 15.49:Taking out C.I cover with frame from R C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually / by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer - in-Charge. |
| 102 | 15.53.2:Dismantling of C. I sluice valve including stacking of useful materials within a lead of 50 metres.Above 150 mm diameter |
| 103 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 104 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 105 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 106 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 107 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 108 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 109 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 110 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 111 | 6.2.2:Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand) |
| 112 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 113 | OD103824/2025-2026:60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 114 | 50.6.6.1:Hollow block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete |
| 115 | 50.6.5.1:Hollow block masonry using pre cast blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 116 | 50.6.4.1:Hollow block masonry using pre cast blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 117 | 50.6.3.1:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete |
| 118 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 119 | 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 120 | OD103829/2025-2026:Diverting the existing 50mm pvc pipe during the execution of sewage network laying work, supplying, laying 50mm pvc pipe and interconnecting both ends with existing line, including cost of suitable specials for laying pipe and interconnection work etc., complete as per the direction of departmental officers. |
| 121 | OD103826/2025-2026:Diverting the existing 63mm pvc pipe during the execution of sewage network laying work, supplying, laying 63mm pvc pipe and interconnecting both ends with existing line, including cost of suitable specials for laying pipe and interconnection work etc., complete as per the direction of departmental officers. |
| 122 | OD103827/2025-2026:Diverting the existing 75mm pvc pipe during the execution of sewage network laying work, supplying, laying 75mm pvc pipe and interconnecting both ends with existing line, including cost of suitable specials for laying pipe and interconnection work etc., complete as per the direction of departmental officers. |
| 123 | OD103832/2025-2026:Diverting the existing 90mm pvc pipe during the execution of sewage network laying work, supplying, laying 90mm pvc pipe and interconnecting both ends with existing line, including cost of suitable specials (CIR/CID joint) for laying pipe and interconnection work etc., complete as per the direction of departmental officers. |
| 124 | OD103830/2025-2026:Diverting the existing 110mm pvc pipe during the execution of sewage network laying work, supplying, laying 110mm pvc pipe and interconnecting both ends with existing line, including cost of suitable specials (CIR/CID joint) for laying pipe and interconnection work etc., complete as per the direction of departmental officers. |
| 125 | OD103833/2025-2026:Diverting the existing 140mm pvc pipe during the execution of sewage network laying work, supplying, laying 140mm pvc pipe and interconnecting both ends with existing line, including cost of suitable specials (CIR/CID joint) for laying pipe and interconnection work etc., complete as per the direction of departmental officers. |
| 126 | OD103831/2025-2026:Diverting the existing 160mm pvc pipe during the execution of sewage network laying work, supplying, laying 160mm pvc pipe and interconnecting both ends with existing line, including cost of suitable specials (CIR/CID joint) for laying pipe and interconnection work etc., complete as per the direction of departmental officers. |
| 127 | 100.37.1:Cutting M.S. sheet, pipe and specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete. |
| 128 | 100.37.2:Grinding the cut edges / welded portions in M.S. sheet, pipe and specials by grinding machine including all labour and hire charges of tools etc., complete. |
| 129 | 100.37.3:Welding M.S. sheet, pipe and special by gas or electric plant for three run welding including cost of welding rod / gas, all labour and hire charges of tools etc., complete. |
| 130 | 100.37.4:Bending and levelling of M.S. sheets for making pipe and special by bending machine including all labour and hire charges of tools etc., complete but excluding cost and conveyance of M.S. sheet. |
| 131 | 100.37.5.1:In situ fabrication of M.S. pipes of size 100mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 132 | 100.37.6.1:In situ fabrication of M.S. pipes of size 150mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 133 | 100.37.7.1:In situ fabrication of M.S. pipes of size 200mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 134 | 100.37.8.1:In situ fabrication of M.S. pipes of size 250mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 135 | 100.37.9.1:In situ fabrication of M.S. pipes of size 300mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 136 | 100.60.2.2.3:Providing 20mm (3/4 inch) house connection with 20mm (3/4 inch) water meter from existing PVC / HDPE mains from 140mm to 200mm dia., up to a length of 5 m using 25mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including hire for tools, cost of consumables and labour charges but excluding cost of pipes and specials, water meter and meter box and excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. |
| 137 | 100.60.2.4.3:Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing AC / GI mains from 150mm to 200mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, GI / MS / SS Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including hire for tools, cost of consumables and labour charges but excluding cost of pipes and specials, water meter and meter box and excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. |
| 138 | 100.60.3.1.2:Providing additional length of house connection pipe using 20mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads, and excluding cost of materials etc., and as per the directions of the department officers. |
| 139 | 100.60.3.2.1:Providing additional length of house connection pipe using 25mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers |
| 140 | 100.60.6.1:Repair work within 1 m length in 15 mm (1/2 inch) house connections, using 20mm Indian Standard Class 6 uPVC pipe and specials, including trenching and refilling in all kinds of soil, hire for tools, cost of consumables and labour charges, cost of materials, including charges for lighting, watching, providing caution boards, traffic control etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per the directions of the department officers. |
| 141 | 100.60.6.2:Repair work within 1 m length in 20 mm (3/4 inch) house connections, using 25mm Indian Standard Class 6 uPVC pipe and specials, including trenching and refilling in all kinds of soil, hire for tools, cost of consumables and labour charges, cost of materials, including charges for lighting, watching, providing caution boards, traffic control etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per the directions of the department officers. |
| 142 | 100.60.7.1:Repair work for 1m to 2m length in 15 mm (1/2 inch) house connections, using 20mm Indian Standard Class 6 uPVC pipe and specials, including trenching and refilling in all kinds of soil, hire for tools, cost of consumables and labour charges, cost of materials, including charges for lighting, watching, providing caution boards, traffic control etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per the directions of the department officers. |
| 143 | 100.60.7.2:Repair work for 1m to 2m length in 20 mm (3/4 inch) house connections, using 25mm Indian Standard Class 6 uPVC pipe and specials, including trenching and refilling in all kinds of soil, hire for tools, cost of consumables and labour charges, cost of materials, including charges for lighting, watching, providing caution boards, traffic control etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per the directions of the department officers. |
| 144 | OD103825/2025-2026:Providing protection works to Electric post by using 3Nos of Kattadi Poles and removing the same after completion of work |
| 145 | OD103828/2025-2026:Providing protection ,Shifting, and relaying works to cables such as electric cable, OFC etc...by and removing and relaying the same after completion of work |
| 146 | 16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. |
| 147 | OD157869/2025-2026:Provision for side protection work in case where there is chances for landslide anddamage to nearby compound walls and buildings |
| 148 | General Items |
| 149 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. |
| 150 | 100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. |
| 151 | 100.98.1008:Engaging Coolie. Please Enable Macros to View BoQ information |
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