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| 1 | SCHEDULE G-1- Construction of RCC Drain |
| 2 | (A)-RCC Drain(Open) |
| 3 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Supply of all material, labour T&P etc. complete required for the completion works. |
| 4 | 0.0m to 1.5m |
| 5 | 1.50 to 3.00 m |
| 6 | Providing and laying in foundation of drain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including centering, shuttering and supply of all materials, labour, T&P etc. complete required for the proper competion of works.(Base) |
| 7 | Reinforced concrete work in foundation of drain and mass concrete M-20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). including cost of centring, shuttering & binding wire and excluding cost of reinforcement. Including supply of all materials, labour, T&P etc. complete required for the proper competion of works. |
| 8 | In Bedding |
| 9 | Reinforced cement concrete (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) in walls (any thickness) including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface including cost of centring, shuttering & binding wire and excluding cost of reinforcement. Including supply of all materials, labour, T&P etc. complete required for the proper competion of works. |
| 10 | In Walls |
| 11 | Reinforced cement concrete in Slab of Drain including finishing and plastering the exposed surface with cement mortar 1:3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but including cost of centring and shuttering and reinforcement with M-20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). Including cost of centring, shuttering & binding wire and excluding cost of reinforcement. Including supply of all materials, labour, T&P etc. complete required for the proper competion of works. |
| 12 | In Slab |
| 13 | Reinforcement of RCC work including cutting, bending, binding and placing in position complete of MS/TMT bar Including Thermo-Mechanically Treated bars and supply of all materials, labour, T&P etc. complete required for the proper competion of works. |
| 14 | Barricating of roads, night lamps and watch and ward of site. (50% of total Length) including supply of all material & T&P etc. complete required for proper completion of the work. temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.(Note :- One time payment shall be made for providing barricading from start. (@ 50% of Total length) |
| 15 | Making Temporary bunds for totally dry up working space and dismentalling of the same after completion of work with placement of sand filled bags (plastic/gunny) at every 30 m spacing or as per actual site condition or as per direction of E/I. Including loading, unloading and carting etc. complete, supply of all materials, labour, T&P etc. complete required for the proper competion of works. |
| 16 | Removing of Sludge from the Bed of existing drain for totally dry up working space and disposal of sludge from exiting drain to suitable place or as per direction of E/I. including supply of labour, carting, loading, unloading and T&P etc. complete required for the proper completion of the work. |
| 17 | Shifting or repairing of house water connection complete with in all respect. Replacing of G.I. Pipe if needed with fittings. Including exacavation and replacement of damaged material such as all fittings or saddle, hdpe pipe DN-20 PN-12.5, PE-100, GI pipe 15mm DIA medium quality, elbow, shocket, tee, union, tape and all material, labour, carting, loading, unloading etc. complete required for the proper completion of the work or as per direction of E/I |
| 18 | Shifting or repairing of house water connection |
| 19 | Repairing of leakage of water mains as disturbed during work. Including exacavation and replacement of damaged portion of pipe line including all type of specials D-joints, tailpiece and pipe and all fixing materials etc. complete or as per actual condition of site and including supply of all materials, labour, carting, loading, unloading etc. complete required for the proper completion of the work or as per direction of E/I |
| 20 | 80 mm dia to 160 mm dia |
| 21 | 200mm dia to 300mm dia |
| 22 | 350mm dia to 450mm dia |
| 23 | Shifting of existing water line from 80mm to 500mm and fixing previous position including exacavation and replacement of damaged material including all type of specials D-joints, tailpiece and pipe and all fixing materials etc. complete or as per actual condition of site and including supply of materials, labour, carting, loading, unloading etc. complete required for the proper completion of the work or as per direction of E/I |
| 24 | Diversion & Bailing out of water from old damaged existing drain including hiring charges of pumping set (1HP/ 4000 lph or required or per direction of E/I) with diesel / operator / suction & delivery pipe including supply of all consumable material, labour, operator, carting & recarting, loading, unloading etc. complete, required for the proper completion of the work. |
| 25 | (B)-RCC Pipe Drain |
| 26 | Earth work in Excavatrion in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5m and lead upto 50m watering & rammin of excavated earth into the tranches or into the space between the building and the sides of the foundation or into the plinth and disposal of surplus earth upto a distance of 50m from centre of trenches. Supply of all material, babour T&P etc. complete required for the completion works. |
| 27 | 0.00 to 1.50 m |
| 28 | Providing and laying in foundation of drain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including centering, shuttering and supply of all materials, labour, T&P etc. complete required for the proper competion of works.(In Bedding) |
| 29 | Providing and laying 1:2:4 (1 Cement : 2 Coarse Sand : 4 Stone aggregate 40mm nominal size) including watering, ramming consolidating and dressing complete- All work up to plinth level. Including centering, shuttering and supply of all materials, labour, T&P etc. complete required for the proper competion of work |
| 30 | In Bedding |
| 31 | Disposal of surplus earth with municipal limits upto a distance of 4 km. Including loading, unloading, carting, supply of all labour, T&P etc. complete required for proper completion of the works or as per direction of E/I. |
| 32 | Providing and Supply non-pressure RCC -NP3 Pipe socket & spigot pipes with rubber gasket joint (as per IS code or its latest amendment) including testing of joints. Including loading, unloading, carting, supply of all labour, T&P etc. complete required for proper completion of the works or as per direction of E/I. |
| 33 | 400mm dia |
| 34 | 1200mm dia |
| 35 | Carting laying jointing and fill testing from the following sizes of R.C.C NP-3 pipes and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline (but excluding cost of trenching and cuting of pipes etc. for making of lengths but including making joint. Including supply of all labour, T&P etc. complete required for proper completion of the works or as per direction of E/I. |
| 36 | 0.00 to 1.50 m |
| 37 | 400mm dia |
| 38 | 1.50 to 3.00 m |
| 39 | 1200mm dia |
| 40 | Temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.(Note :- One time payment shall be made for providing barricading from start. (@ 50% of Total length) |
| 41 | Dismantling manually including stacking of serviceable material and disposal of unserviceable material as per direction of Engineer-in-charge:Bitumen Road |
| 42 | Providing and laying 25mm semi-dense Bituminous concrete and laying 50 mm Bituminous concrete using crushed stone aggregates (bitumenof grade VG-30 @5.5%) and construction of 100mm thick granular sub-base with material conforming to Grade-I and construction of 75mm thick granular sub-base/WBM With material conforming to /grade-II and construction of 75mm thick granular sub-base/WBM With material conforming to Grade-III and providing and applying tack coat on Bitumin surface (for two coats) and providing and applying Prime coat on WBM surface. Complete all work as per DSR/PWD or its latest amendment or as per direction of E/I. Including supply of all material, labour, carting, loading, unloading and T/P etc. complete required for proper completion of work. |
| 43 | Reinstatement of Bitumen Road |
| 44 | Manual coarse bar screen with bar spacing 40mm in Mild Steel as per site requirement or as per type design or as per direction of E/I or as per approved by E/I. Including supply of all materials, labour, T&P etc. complete required for the proper competion of works. |
| 45 | Size: 1.0 x 1.0 M |
| 46 | Size: 1.4 x 1.4 M |
| 47 | Size: 1.7 x 1.7 M |
| 48 | Construction of RCC Chamber for connecting ofdrain & Pipe, as per site requirement or as per type design or as per direction of E/I or as per approved by E/I. Including supply of all materials, labour, T&P etc. complete required for the proper competion of works. |
| 49 | Size: 1.0x1.0x1.90m depth at Node No. N-75 |
| 50 | Size: 2.4x5.6x3.10m depth at Node No. N-76 |
| 51 | Supply of MS pipe (As per IS:3589 made from steel confirming to IS:2062 or latest amendment), with anti corrosive treatement with P.U coating, Including supply of all materials, labour, loading, unloading, carting and T&P etc. complete required for the proper competion of works. |
| 52 | 1800 mm dia pipe 18 mm Pipe Wall Thickness |
| 53 | IInstallation of product pipe by HDD method including preparing and setting up the plants and equipement, preparing new pipe work material, installation new pipe-work and commissioning system or making the system ready for commissioning by HDD operation including, all related civil and mechanical works like excavation, shoring/strutting, etc. drilling, stringing, reaming, and pulling back the new pip-work on the designed bore path alignment, proper disposal of drilling fluid, and back fill of site after completion all inclusive as per IndSTT:101:2018: Code of prectice of HDD Technique Suiting Indian Conditions or latest amendment (depth upto 6m. (IndSTT SOR: 2023) Including supply of all materials, labour, loading, unloading, carting and T&P etc. complete required for the proper competion of works. |
| 54 | 1800 mm dia pipe 18 mm Pipe Wall Thickness |
| 55 | Excavation of Entry and Exist pits beyond 3m depth and upto 5m depth - Excavation of non structural pits for pipe jacking/ramming purpose in soil inclusive of all shuttering, strutting, and shoring and maintaining the shaft during construction operation and backfilling the same after the completion of work. For shafts of 6mx5m upto a depth of 6m in all type of soil including supply of all materials, labour, loading, unloading, carting and T&P etc. complete required for the proper competion of works. |
| 56 | Diversion & Bailing out of water from old damaged existing drain including hiring charges of pumping set (1HP/ 4000 lph or required or per direction of E/I) with diesel / operator / suction & delivery pipe including supply of all consumable material, labour, operator, carting & recarting, loading, unloading etc. complete, required for the proper completion of the work. Please Enable Macros to View BoQ information |
