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| 1 | Provision For Barricading of roads , Providing caution boards , night lamps sand watch & Ward of Site For Specials T & P etc |
| 2 | Dismantaling manually / mechanical Means including Stacking of Servicable Materials and disposal of unservicable materials with in 50 meter lead as per direction of Exevutive Engineer in Charge |
| 3 | Exvation of following depth below ground level for laying of sewers man Hole gully pits chambers sumps etc in ordinary Soil ( earth , sand loam , clay ) including cutting of joints pits , ramming , dresing leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismalted materials from the sides of trenches A) 0 to 1.5 M.B.G.L. |
| 4 | 1.5 to 3.0 M.B.G.L. |
| 5 | 3.0 to 4.5 M.B.G.L. |
| 6 | Provision for 08 km extra trip for surplus earth disposal byond 50 M lead @ 10 % of item No.2 |
| 7 | Provide and fixing open and timbering in trenches including Strutting , Shoring & Packing ( Wherever required) Complete ( Measurment to be taken of the face area yimbered) both side of trenches will be taken as one side for the purpose of payments , area equal to length X depth of trenches a) Open Timbering 1.5 to 3.0 M.B.G.L. |
| 8 | Closr Timbering 3.00 to 4.50 M.B.G.L. |
| 9 | Extra on item no 5 Close timbering left in trenches ( 30%, 15%) 0.00 to 3.00 M.B.G.L |
| 10 | 3.00 to 4.5 M.B.G.L |
| 11 | Cement Concrete in bedding with 40 mm Gauge Approved stone ballast coarse sand and cement in the proporation of 4:2:1 including Supply of all Materials labour T & p etc reqired for prpper Completion of The Work |
| 12 | Supply of NP RCC Pipe at Site Including Loading and Unloading and including of rubber ring 400 mm dia |
| 13 | Supply & Installation of MS Pipe by Jack pushing trenches technology method including making of entry and exit pits up to 9 Mtr depth all related civil works Like excavation, Shoring Strulling etc and ground penertiing radar survey to protect any existing utilitrs at pipe Installation loacation , Lowering of Pipe segments in th jacking Process pit , laying and Jointing pit After Work Completion restoration Work Shall be Done including taking all Safty paramerters by Contractor as per the Instructions of the Engineer in Charge 400 mm dia |
| 14 | carting laying and jointing of following pipes and specials from store to the site of Work , Lowering the Same into trenches the same into trenches in following depth below ground level true to aligment caulking the joint with necessary spun yarns bituman soaked and jointing with 1:2 Cement mortar in Coars sand Including excavation of earth beloew invert level of Pipe , Including cost of Jointing Materials , hydaulic testing Etc . but excluding reffling of trenches from ground level to the invert level of Pipe |
| 15 | Supply of all materials , labour and T & p And Constructing circular brick masonary man holes of Following Sizes as Per Type Design and drawing 600 mm dia X 3500 mm depth |
| 16 | Supply of all materials , labour and T & p And Constructing circular brick masonary man holes of Following Sizes as Per Type Design and drawing 600 mm dia X 3500 mm depth |
| 17 | Provision of Nala Crossing/ culvert Including of all nacessary Works |
| 18 | Provision for arrangements of dewatering Pumps of Following Capacity for balling out or pumping out subsoil water to kleen trenches dry during excavation other constructions and Laying of Pipe Line Including cost of Diesal , Lubricants Hirind Charges of Pumpset Delivery Line Cartage and Other nacessary Fitting T & P Etc Required Proper Completion of Work ( For 8 Hrs) |
| 19 | Reinstallation of Old Dismantle Bituminious Roads as per PWD NH Specification and New Short Falten Materials For Proper Finishing of Surface Including Supply of Materials , Labour and T & P etc . Required For Proper Completion of Work as Per Direction of Engineer in Charges Please Enable Macros to View BoQ information |
