Name of Work:- Construction of new chamber at manoj depawat sarkil to anar deen shop deshnoke muncipal board deshnoke
Sl. No.
Item Description
1
Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1
2
Providing and constructing of SEWER-BRICK (As per IS-4885 amended upto date) masonry circular manholes of \\"Type-C\\" with internal dia 1.50m and depth upto 5.0m having sewer brick masonry wall 230mm thick upto 1.5m, 345mm thick from 1.50m to 2.50m and 460mm from 2.50 to 5.0m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.Manhole \\"Type-C\\" of depth 2.60 m
3
Carriage of Materials by mechanical transport including loading, unloading and stacking Earth 2KM
4
Sewer by passing machinery set comprising of self priming sewage suction-pump, flexible suction and delivery line, DG set, and other necessary equipments with operator diesel lubricants, barricading area etc and expense of to and fro carriage. Please Enable Macros to View BoQ information
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