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| 1 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 mtr . distance as directed by the Engineer - in - Charge . Excluding Royalty . Where applicable for small work or Abadi area . ( Where machine can not reach / move )Code-3001 (U.P. JAL NIGAM) Follwing Size 00-1.50 M Deep in ordinary soil |
| 2 | Bailing out of water with diesel pump 08 hour per day including all accessories such as suction & non skill labour , supply of all material , labour,fuel etc. all completeCode-3031 (U.P. JAL NIGAM) |
| 3 | Dismantling of Interlocking tiles road base concrete including disposal of unserviceable material etc. complete. Analysis Rate as Per (U.P. JAL NIGAM)Interlocking road |
| 4 | CC Road |
| 5 | Providing and laying Cement concrete in 1:4:8 (One cement, four Coarse sand and eight Stone ballast) and Curing complete. Including Supply of all material labour and T&P etc. All Complete. |
| 6 | Supply of RCC hume pipe –450mm dia NP-3 with collar transeportation charges loading unloading,labour and T&P complete Chapter No. 01 Item No. 28 PWD |
| 7 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coatof neat cement, all complete as per standard design.(DSR-19.9.1)Page No. 4090-0.91 meter. |
| 8 | Extra for depth for circular type manhole 0.91 internal dia (at bottom) beyond 0.91m to 1.67: With common burnt clay F.P.S. (non modular) bricks of class designation M-150(DSR-19.10.1)Page No. 409 |
| 9 | M-100 brick work in 1:3 one part cement and 3 part coarse sand mortar incl. supply of all materials, labour, tools and plants etc. required for proper completion of work as per directed by E/I. For General maintenence |
| 10 | 12mm thick cement plaster in single coat on brick walls single or Half brick wall for interior plastering upto floor two level including for plastering upto floor two level including internal rounded angles not exceeding 80mm in girth, chamfers and finished even and smooth. No extra for mixing. Plaster with 1:3 cement and coarse sand of FM 1.50 to 1.80 |
| 11 | S&L Barricading of sewer line & sewer manholes with all required componant for all type of vehicles & for public safetyBOQ Rate of U.P Jal Nigam Sewer Tender |
| 12 | Re-instatement of interlocking tiles road after laying of drainage pipe line and house connection work inc. supply of all materials, T&P etc.50%old and 50% new interlocking with PCC Analaysis Rate of U.P JAL NIGAM |
| 13 | C.C. Road |
| 14 | Laying and jointing 0f 450mm dia RCC NP3 hume pipe 0-1.5 m deep. |
| 15 | Fixing C.I Footsteps in manhole walls. |
| 16 | Excavateddisposal(Ballast,kankar,coal,grit,sand etc. including loading and unloading) upto 5KM distance cartage. |
| 17 | Construction of podium with padestral brick work and plaster in 1:4 cement & coarse sand mortar for enogration with black granite stone 3’x2' including engraving of required size latter with proper language all complete. Please Enable Macros to View BoQ information |