Haryana Urban Development Authority-HUDA has published Providing External Storm Water Drainage Scheme In Sector-1,3,4,5,23,24 & Mga Hisar. “Providing And Lowering Of 1800Mm I/D Rcc Pipe Np3 And Construction Of Manholes To Connect Existing Swd Line And All Other Works Contingent Thereto. (Including Three Year. Submission Date for this Tender is 16-11-2023. Manhole Construction Tenders in hisar Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 14-Nov-2023 | corrgendum | Date | 16-11-2023 |
| Sl. No. | Item Description |
| 1 | 15.1 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications. Ordinary soil 15.1.2 Mechanical means 15.1.2.1 Depth upto 3M. |
| 2 | 15.1.2.2 Depth 3M. to 6M. |
| 3 | 6.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level. 6.1..41:3:6 (1 Cement : 4 coarse sand (Zone-Ill) : 8 graded stone aggregate 20 mm nominal size) |
| 4 | 6.1.2 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) |
| 5 | 6.25 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). 6.25.1 All works up to plinth level |
| 6 | 6.29 Centering and shuttering including strutting, propping etc. and removal of form work for 6.29.1 Foundation, footings, bases for columns |
| 7 | 6.29.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc |
| 8 | 6.30 Centering and shuttering including strutting, propping etc. and removal of form for 6.30.3 Suspended floors, roofs, landings, balconies and |
| 9 | 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. Note; Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6.33.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | 11.5 12mm cement plaster of mix 11.5.1 1:2 (1 cement: 2 fine sand) |
| 11 | 11.52 Cement rendering on plaster 1 mm thick. |
| 12 | 21.95 Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per Isi 12330 with rubber rings Isi marked antiternmite as required at site in to trenches for all depths 21.95.13 1800mm |
| 13 | 21.43 Extra over the rate laid down in this schedule for cement concrete work more making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing the surface accurately to template. |
| 14 | 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. 21.93.2 Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening |
| 15 | 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 |
| 16 | 21.57 Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1 :7 with 12 mm thick cement plaster 1: 6 (as required by the engineer-in-charge). 21.57.1 For Circular sewers having internal diameter 21.57.1.36 1800 mm |
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