Nagar Panchayat Hasayan mei Radhakrishna Dixit ke makan se Baratghar tak 900mm ki drainage line Dalne ka kary

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)

Bailing out of water or Pumping out subsoil water including all accessories such as suction & non skill labour , supply of all material , labour,fuel etc. all complete U.P. Jal Nigam SOR 3031

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.U.P. Jal Nigam SI.No.1017

Supply of RCC hume pipe NP-3 (Socket HumePipe) –900 mm dia NP-3 with collar transeportation charges loading unloading,labour and T&P complete (Including 15% Transeprtation Charge) Chapter 1 Item No. 28

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 coat of neat cement, all complete as per standard design.(DSR-19.9.1.1 9.9.1.1 with common burnt Caly F.P.S Nonmodular Brick of Class Designation 7.5) page 365

Extra for depth for circular type manhole 1.22mm internal dia (at bottom) beyond1.68m to 2.29 With common burnt clay F.P.S. (non modular) bricks of class designation M-150(DSR-19.12.2) Page No 441

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.

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

S&L Barricading of sewer line & sewer manholes with all required componant for all type of vehicles & for public safety BOQ Rate of U.P. Jal Nigam Sewar Tander

Laying and jointing 0f 900 mm dia RCC NP3 hume pipe. 0-1.5 m deep 00-1.50 M Deep in ordinary soil U.P. Jal Nigam Item No. 3196

Fixing C.I Footsteps in manhole walls.

Excavated disposal (Ballast,kankar, coal,grit,sand etc. including loading and unloading) upto 5KM distance cartage

Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (cc road) pwd si no 694

providing and laying cement concrete in 1 3:6 (1 Cement 3 Coarse sand 6 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc required for proper completion of the work Foundation as pwd si rio 280

CEMENT CONCRETE PAVEMENT (C.C ROAD) construction of un-reinforced 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 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.

Providing and laying in position specified grade of reinforcement cement concrete including the cost of centering, shuttering finishing and excluding reinforcement including supply pf all materials ,labours and T&Petc required for proper completion of the work 1:1.5:3 (1 Cement : 1.5 Coarse sand: 3 Graded stone aggregate 20 mm nominal size) .(SOR -5.1.2a)

Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete TMT bar as DSR no.- 5.22.6 CH-10

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.