Municipal Corporation-MC has published Construction Of Rcc Retaining Wall And Drainage At Nyokum Lapang Ground And 2. Const. Of Storm Water Drainage On Various Inter Colony Road At Nyokum Lapang, Itanagar. Submission Date for this Tender is 23-01-2023. Wall Construction Tenders in itanagar Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 1. C/o RCC Retaining Wall and Drainage at Nyokum Lapang Ground |
| 2 | SH - Drain |
| 3 | Excavation for Structures (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.) |
| 4 | I. Ordinary soil, (A) Manual Means, (i) upto 3 m depth |
| 5 | PCC 1:3:6 in Foundation (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.) |
| 6 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification A) RCC Grade M20 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) p) Height upto 5m |
| 7 | a)M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size |
| 8 | Supplying,fitting and placing Mild steel reinforcement in su -structure complete as per drawing and technical specification |
| 9 | Centring and shuttering including strutting, propping etc and removal of form work for : (b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 10 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 11 | Neat cement punning. |
| 12 | Add Carriage of materials |
| 13 | SH - R/Wall |
| 14 | Excavation for Structures (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.) |
| 15 | 3 m to 6 m depth |
| 16 | PCC 1:3:6 in Foundation (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. |
| 17 | Supplying,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications . |
| 18 | Plain/ Reinforced cement concrete in sub-structure complete as per drawing and Technical specifications PCC Grade M20 Height upto 5m. |
| 19 | Using concrete Mixer |
| 20 | Centring and shuttering including strutting, propping etc and removal of form work for |
| 21 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 22 | 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 |
| 23 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 24 | Carriage of Engineering Materials |
| 25 | Excavation for Structures (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.) |
| 26 | I. Ordinary soil, (A) Manual Means, (i) upto 3 m depth |
| 27 | PCC 1:3:6 in Foundation (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.) |
| 28 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification A) RCC Grade M20 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) p) Height upto 5m |
| 29 | a)M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size |
| 30 | Supplying,fitting and placing Mild steel reinforcement in su -structure complete as per drawing and technical specification |
| 31 | Centring and shuttering including strutting, propping etc and removal of form work for : (b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 32 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 33 | Neat cement punning. |
| 34 | Cazrriage ofmaterials |
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