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| 1 | Excavation for the following depth below ground level for laying Sewers, Manholes, Gully pits, Chambers etc. in ordinary soil (Earth Sand, Loam, clay) including cutting of joints, pits trimming, dressing, leveling, refilling or trenches in 20cm layers, watering and ramming the same and including disposal of surplus earth and other dismantled material upto a distance of 50m from centre of trenches. 0.0 - 1.50 M BGL |
| 2 | Excavation for the following depth below ground level for laying Sewers, Manholes, Gully pits, Chambers etc. in ordinary soil (Earth Sand, Loam, clay) including cutting of joints, pits trimming, dressing, leveling, refilling or trenches in 20cm layers, watering and ramming the same and including disposal of surplus earth and other dismantled material upto a distance of 50m from centre of trenches.1.50 - 3.0 M BGL |
| 3 | Providing and fixing Open timbering in trenches for them following depth as per given including removal afer laying of sewer (Both sides of trenches will be taken as one side for the purpose of payment and measurements i.e. area (equals to length*depth of trenches) Dismantied timbering materials will be the property of the contractor.0.0 - 3.0 M BGL |
| 4 | Supply of following dia NP-3 Class ISI marked S&S RCC pipe & Manhole cover including loading, unloading and cartage upto site as per drawing & design. including Cost of all materials, labour T& P testing and safety equipments etc. complete for proper completion of work as per direction of E/I |
| 5 | Carting of following dia NP-3 Class ISI marked350 mm dia S&S RCC pipe and specials from store to site of work, lowering the same into trenches in following depths below ground level, true to alignment caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1:1 cement mortor in coarse sand including excavation of earth below invert level of pipe. Cost of all jointing materials, testing etc. complete but excluding excavation and reffling of trenches from ground levelto invert level of pipes complete as per direction of E/I. |
| 6 | Provide all material and construct rectanglular slab type manhole of size 0.90*1.20*3.0 M as per drawing & design. as per drawing & design. including Cost of all materials, labour T& P testing and safety equipments etc. complete for proper completion of work as per direction of E/I |
| 7 | Provide all material and construct rectanglular slab type manhole of size 0.90*1.20*2.25 M as per drawing & design. including Cost of all materials, labour T& P testing and safety equipments etc. complete for proper completion of work as per direction of E/I |
| 8 | Provide all material and construct square Sewer connecting chamber size 0.60*0.60*2.25 M as per drawing & design including Cost of all materials, labour T& P testing and safety equipments etc. complete for proper completion of work as per direction of E/I |
| 9 | Providing all material for laying of RCC hume pipe for sewer connecting chamber to manhole of sewer line including excavation of earth for laying pipe, carting of 350 mm Dia NP-3 Class ISI marked S&S RCC pipe and specials from store to site of work, lowering the same into trenches in depths 0 to 1.50 M below ground level, true to alignment caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1:1 cement mortor in coarse sand including excavation of earth below invert level of pipe. Cost of all jointing materials, testing etc. complete but excluding excavation and reffling of trenches from ground levelto invert level of pipes complete as per direction of E/I. |
| 10 | Provide all material and construct square sewer connecting chamber size 0.60*0.60*0.60 M as per drawing & design. |
| 11 | Making connection of drain & sewer line with existing mainhole including breaking into & making good the wall floor with cement conctete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides wth cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc complete as per direction of E/I. |
| 12 | Restoration of C.C. Road Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Please Enable Macros to View BoQ information |
