Haryana Urban Development Authority Tender

6.30 Centering and shuttering including strutting, propping etc. and removal of form for 6.30.1 Foundations, footings, bases of columns, etc. for mass concrete

6.30 Centering and shuttering including strutting, propping etc. and removal of form for 6.30.3 Suspended floors, roofs, landings, balconies and

6.33 Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 6.33.1 Mild steel and Medium Tensile steel bars

7.20 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 7.20.1 Cement mortar 1:4 (1 cement: 4 coarse sand)

11.5 12 mm cement plaster of mix : 11.5.1 1 :2 (1 cement: 2 fine sand)

11.52 Cement rendering on plaster 1 mm thick

21.28 Providing & fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS : 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge

21.93 Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1 :3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 21.93.1 Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening

21.94 Providing salt glazed stone ware pipes grade 'A' in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. (21.94.3) 200 mm i/d

21.38 Lowering salt glazed stoneware pipes and specials into trenches for all depths and laying out the same to correct alignment gradient, level etc in trenches including all dressing and trimming of bed and sides of trenches, if required, trimming and cutting of concrete beds and joint holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching hunching and envelopes are completed. The sewer shall rest on the bed at every point throughout its length and to ensure this, it shall be grouted in without extra charge by the contractor with lime surkhi mortar, in the case of lime concrete beds and 1 :3 cement sand mortar in the case of cement concrete beds including cartage from Divisional Store or nearest Railway station to site of work. The internal diameter of sewer being : 21.38.4 200 mm internal diameter of sewer

21.39 Jointing and fixing salt glazed stoneware pipes and special in trenches using cement sand mortar 1 :1 and best white Italian tarred hemp/yam including finishing and trowel ling of each joint at an angle of 45 degrees with the longitudinal axis of the pipes, watering, keeping the joints covered and wetted till the same are cured, testing the sewer lines for leakages and making all leakages and defect good, complete as laid down in the contract specifications. 21.39.4 200 mm internal diameter of sewer 175 Joint