Tender For Sewer Laying Works Under Cm Grid Programme At Kanpur Nagar. - Providing and erecting 2.00 meter 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 direction by the Engineer-in-charge.The barricading provided shall be retained in position at site continously 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 material, equipment and works required to execute the job.The barricading shall not be removed without prior approval of Engineer-in-charge. 2 Dismantling/taking out existing cc interlocking paver blocks from footpath/central verge,including removal of rubbish etc.disposal of unservicable material to the dumping ground ,for which payment shall be made seperately and stacking ofserviceable material with in 50 metres lead as per direction of Engineer -in-charge(i) CC Road 3 (ii) BT Road 4 (iii) Interlocking Road(taking out) 5 Excavation for depth below G.L for laying sewer,manhole,gully pits,chamber,sump etc in ordinary soil (earth,sand,loam and clay) including cutting of joints pits,trimming,dressing,leveling,refilling of trenches in 20cm layers watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenchesi) 0.00 to 1.5 m. BGL 6 ii) 1.5 to 3.0 m. BGL 7 iii) 3.0 to 4.5 m. BGL 8 iv) 4.5 to 6.0 m. BGL 9 TIMBERING WORKproviding and fixing open timbering in trenches upto 3m depth consisting of 40mm thick approved country wood plank for poling board 125x75mm indian sal wood waler and 100mm diameter sal wood ballies for shuttering at 1.50m c/c including removal after laying of sewer(measurement to be taken of the face area timbered).i)1.5 to 3.0m B.G.L 10 ii) 3.0 to 4.50 m. BGL 11 iii) 4.50 to 6.00 m. BGL 12 Supply and carting of 450 mm dia RCC NP-3 Pipe including all taxes, labour required, transportation, loading, unloading, stacking and fittings etc (including cost of laying,jointing,testing and commissioning).300 mm 13 350mm 14 400mm 15 450mm 16 500mm 17 600mm 18 700mm 19 1400mm 20 Plain cement concrete work for beding below G.L. as spcified depth with cement, coarse sand and 20 mm gauge approved stone ballase (1:2:4) including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per direction of Engineer -in-chage.) 21 Carting and laying of dia RCC NP-3 Pipe including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per direction of Engineer -in-chage.)300 mm dia0.00 to 1.5 m BGL 22 1.5 to 3.0 m BGL 23 3.0m to 4.5 m BGL 24 350mm BGL3.0m to 4.5 m BGL 25 400mm dia1.5 to 3.0 m BGL 26 3.0m to 4.5 m BGL 27 450mm dia0.0m to 1.5 m BGL 28 4.5m to 6.0 BGL 29 1.5 to 3.0 m BGL 30 3.0m to 4.5 m BGL 31 600mm dia3.0m to 4.5 m BGL 32 4.5m to 6.0 BGL 33 700 mm dia4.5m to 6.0 BGL 34 1400mm dia4.5m to 6.0 BGL 35 Construction of brick circular Manhole in first class brick of following sizes in cement mortar 1:4 CC. top slab with 1:1.5:3 PCC 1:3:6,insideand outside plastering 12mm thick with cement mortar 1:3 finished coat of neat cement and making channels in cement concrete with 1:1.5:3 , finished with floating coat of neat cement complete with including plastic Encapsulated M.S foot rest staggered at 0.375 m. interval, including excavation, rainforcement and formwork,SFRC Heavy duty frame and cover as per standard design and drawing.900mm dia 1.65m depth 36 1200mm dia 2.3m depth 37 1500mm dia 4.95m depth 38 De-watering work including supply of all materials, labour, T&P etc.complete. (As per direction of Engineer -in-chage.) 39 Supply and laying of DI K9 500mmfrom store to siteincluding labour material complete etc 40 Supply of 1100 mm dia and 12mm thick MS pipe painted with Cement motar lining inside and epoxy coating outside both side with 12mm thicknessincluding labour material as per IS 3589 & IS 5822 completel for proper completion of work. 41 Installation of 1100 mm MSproduct pipe by Manual Pipe Jacking method including making of entry and exit pits upto 3 mtr depth all related civil works like excavation, shoring/strutting etc manual shielded excavation,lowering of pipe segments in the jacking pit,laying and jointing of the product pipeline through jacking process from the jacking pit after project completion as per the instructions of the Engineer-In-Charge all complete except the cost of the pipe. 42 MISCELLANEOUS WORKi)Interconnection work of existing sewer to the proposed manhole 43 ii) Making sewer interconnection 44 iii) Repairing of damage pipe lines 45 iv) Shifting of water supply lines 46 v) Elect. And telephone line
