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| 1 | Excavation by manually or mechanically up to following depths below G.L. for laying sewer line in ordinary sail (earth, sand, loam & clay) including cutting of joints pits ramming dressing, levelling by manually or mechanically, refilling of trenches in 20cm layer watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenches. (Excavation for Manhole is included in manhole item and not to be paid under this item)00.00m-01.50m B.G.L. |
| 2 | 01.51m-03.00m B.G.L. |
| 3 | bailing out or pumping out water / liquid mud during french excavation. This includes providing necessary fuel, labour T&P etc. required for proper running of well point equipment of required capacity for lowering the water table during excavation and laying of sewers.Excavation of trenches only. |
| 4 | DISMANTLING/RE-INSTATEMENTDismantling of roads for laying of sewer including sorting out and stacking of serviceable materials and disposal of unserviceable materials up to a distance of 50m.Tar Road (Bituminous) |
| 5 | Stane Patiya |
| 6 | Interlocking |
| 7 | Reinstatement of dismantied roads after filling and proper compaction as per P.W.D. specificationTar Road (Bituminous) |
| 8 | Stone Patiya |
| 9 | Interlocking |
| 10 | Dismantling of old existing sewer, and removal of material by mechanical transport up to a lead of 100m from site of work including all material labour T&P etc complete. |
| 11 | CARTING/RE-CARTING & DISPOSALCarting and recarting of excavated earth where sufficient width of road is not available for stacking of excavated earth average lead 250m |
| 12 | BARRICADINGProviding and erecting 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. 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. The barricading shall not be removed without prior approval of Engineer-in-Charge |
| 13 | House hold Sewerline connection work with material. |
| 14 | Provision for site clearance after construction period and unforeseen items. |
| 15 | Provide and fix open timbering (covering 1/3d of surface area by plank in trenches for the following depths below G.L. consisting of 40mm thick approved country wood plank for poling board 125x75mm Indian Sal wood wallers and 100mm diameter Sal wood ballies for shuttering at 1.50m c/c including removal after laying will be taken as one side for the purpose of payment and measurement ie. area equals to length x depth of trenches). dismantled timbering material will be the property of the contractor.00:00 m-03.00 m |
| 16 | Providing and laying Granular bedding with carefully compacted graded hard crusher broken stone of 100% passing through 20mm sieve, 20-50% passing through 10mm sieve and 100% retained on 6mm sieve and Dimensions are as per Approved Drawing for. |
| 17 | 0.00-03.00m |
| 18 | Construction of brick masonry manhole in first class brick of following types and sizes in cement mortar 1:4. P.C.C. top slab with 1:2:4, foundation concrete 1:2:4, inside & outside plastering 12mm thick with cement mortar 1:3 finished with floating coat of neat cement and making channels in cement concrete with 1:2:4, finished with floating coat of neat cement complete with including Ci steps (PVC encapsulated) staggered at 0.3 m interval. RCC arch above pipe including excavation, reinforcement and form work, RCC heavy duty frame and cover as per standard design and drawing.Depth=0.60 to 1.20 and Type-Al |
| 19 | Depth=1.21 to 1.50 and Type-A2 |
| 20 | Depth 1.51 to 1.65 and Type-A3 |
| 21 | Depth=1.66 to 2.00 and Type-B1 |
| 22 | Depth 2.01 to 2.30 and Type-82 |
| 23 | Depth=2.31 to 3.00 and Type-C1 |
| 24 | Depth 3.01 to 4.50 mts |
| 25 | Providing and conveying to site RCC pipes with sulphate resistant cement of following class (with s/s ends) and diameter as per IS: 458-2003 (Amended up to date) including all taxes (Central and Local) with Rubber gaskets as per (EPDM/SBR) for sewer lines as per IS: 5382-1985 or (Amended up to date), including cost of Rubber gaskets. labour required. transportation, loading, unloading & stacking etc. (excluding cost of laying, jointing, testing and commissioning). The pipe shall be ISI marked.200 mm internal diameter |
| 26 | 250 mm internal diameter |
| 27 | 300 mm internal diameter |
| 28 | 350 mm internal diameter |
| 29 | 400 mm internal diameter |
| 30 | INTERCONNECTIONProvision for inter connection in between proposed sewer line and existing disposal point including cost of all labour material and special T&P required for connection and re-instate the same complete in all respect |
| 31 | LOWERING & LAYING OF R.C.C. PIPES/HDPE PIPES |
| 32 | Carting of following size R.C.C pipe (NP3 Class, socketed/ spigoted) rubber ring joined and special from store to the work lowering the same into the trenches true to alignment Including excavation of earth below invert level of pipe. cost of all jointing materials, testing, commissioning elc. complete but excluding excavation and refilling of trenches from ground level to the invert level of pipe.200 mm dia pipe 0.00 to 1.50 m |
| 33 | 250 mm dia pipe 00.00 to 1.50 m |
| 34 | 300 mm dia pipe 1.50 to 3.00 m |
| 35 | 350 mm dia pipe 1.50 to 3.00 m |
| 36 | 400 mm dia pipe 1.50 to 3.00 m |
| 37 | Repairing of water pipeline damaged during laying of sewer line with material, labour. 1 & P. etc. all complete. |
| 38 | Repairing of damaged power cable during laying of sewer line with material, labour, T&P, etc all complete. |
| 39 | Repairing of water service connection damaged during laying of seweline with material. labour. T&P. etc. all complete. |
| 40 | Provision of traffic division |
| 41 | Survey of working site area for laying work of sewer line Including all survey equipment, surveyor, labor. T&P etc complete. |
| 42 | Excavation in foundation in ordinary sail (loam, clay or sand) including lift upto 1.5 m and lead upto 50 m filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and disposal of surpius earth upto a distance of 50 m from the centre of the foundation trenches and MS Box Shuttering Including all required material related to Box shuttering, labor, T&P, dewatering pump, fitter, electrician, safety equipment, lighting etc complete work |
| 43 | Confined exvaction of shafts for pipe jacking/ramming purpose in soil inclusiveof H beam strutting with MS plate /cubical wooden lagging and maintaining the shaft during construction operation and backfilling the same after the completion of work. For shaft of 6mx5m in all type of soil. |
| 44 | MICROTUNNELING- Installation of product pipe by micro tunneling method including Concrete structural shaft of sheet piles/RCC retaining walls/well sinking/secant pilling as par respective site requirements. (upto 100 meter of installation length and 5m depth) all inclusive as per IndSTT:102-2018: Code of Practice for Micro Tunneling&Pipe Jacking Suiting Indian Conditions.600 mm diameter(in mixed strata) rate from IND STT 2.7.3.1 |
| 45 | a) 700 mm diameter(in mixed strata) rate from IND STT 2.7.3.1 |
| 46 | b) 800 mm diameter(in mixed strata) rate from IND STT 2.7.3.1 |
| 47 | Dismantling 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.Tar Road (Bituminous) |
| 48 | Providing and erecting 2.00 metre high 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. |
| 49 | Construction of brick masonry manhole in first class brick of following types and sizes in cement mortar 1:4, P.C.C. top slab with 1:2:4, foundation concrete 1:2:4, inside & outside plastering 12mm thick with cement mortar 1:3 finished with floating coat of neat cement and making channels in cement concrete with 1:2:4, finished with floating coat of neat cement complete with including Cl steps (PVC encapsulated) staggered at 0.3 m interval, RCC arch above pipe including excavation, reinforcement and form work. SFRC heavy duty frame and cover as per standard design and drawing.a) Up 3.01 to 4.5m depth with manhole size 1500mm |
| 50 | b) 4.51 to 9.00 mts with manhole size = 1800 mm |
| 51 | MS Pipe Providing and conveying to site jacking pipe confirming and shall be fabricated as per Indian standard (Amended up to date) including all taxes (Central and Local) ), including cost of labour required, transportation, loading, unloading & stacking etc. (excluding cost of laying, jointing, testing and commissioning) Including Epoxy paint of approved make in three coat at outside of Product pipe and PU paint of approved make at inside of product pipe and one addition coat of PU paint before commissioning of sewer line.600 mm internal diameter 12 MM thick |
| 52 | a) 700 mm internal diameter 12 MM thick |
| 53 | b) 800 mm internal diameter 12 MM thick |
| 54 | Provision for inter connection in between proposed sewer and existing Manhole of relieving frunk sewer and gully sewers including cost of all labour material and special T&P required for connection and re-instate the same complete in all respect. |
| 55 | Providing and laying Granular bedding with carefully compacted graded hard crusher broken stone of 100% passing through 20mm sieve, 20-50% passing through 10mm sieve and 100% retained on 6mm sieve and Dimensions are as per Approved Drawing for: |
| 56 | Reinstatement of dismantled roads after filling and proper compaction as per P.W.D. specification. |
| 57 | Tar Road (Bituminous) |
| 58 | Provision for shifting & re-instatement of utilities e.g. electric & telephone cable/ poles, drains and culverts etc. during excavation & laying of sewers. |
| 59 | Provision for site cleaning after construction period. |
| 60 | Traffic volenteir for traffic movement during work. |
| 61 | Disposal of surplus soil with labour, T&P etc., all complete. |
| 62 | Dewatering during work and flow diversion with pump, labour, T&P etc., all complete. |
| 63 | Supply of MS Pipe :- a). 250 x 8 mm |
| 64 | b) 200 x 8 mm |
| 65 | c) 100 x 8 mm |
| 66 | Cutting, fabrication,laying and welding of ms pipe with labour, welder, fitter, T&P etc., all complete. |
| 67 | 200 mm x 50 mts boring work to lower the water level with all material, labour, t&p, etc, all complete. |
| 68 | Operation of pump with operator with t&p. etc. all complete Please Enable Macros to View BoQ information |
