Public Works Department-PWD has published Protection Wall To Protect Government Quarters At C-Sector Near Cs Entry Road Opposite, Itanagar. Protection Wall To Protect Government Quarters At C-Sector Near Cs Entry Road Opposite, Itanagar.. Submission Date for this Tender is 23-03-2022. Wall construction Tenders in itanagar Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 22-Mar-2022 | Date extension | Date | 23-03-2022 |
| Sl. No. | Item Description |
| 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 (without de-watering) |
| 2 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M20/ Using Concrete Mixer |
| 4 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications/RCC Grade M20/ Height upto 5m |
| 5 | Centring and shuttering including strutting, propping etc and removal of formv work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 6 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 7 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 8 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 9 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 10 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
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