Municipal Corporation-MC has published Tender For Construction Of Approach Road With Retaining Wall From Bungalow No.5 To Toru Colony Itanagar 2. Construction Of Protection Wall At Type 3 Government Quarter Line At Nitti Vihar Itanagar.. Submission Date for this Tender is 12-01-2023. Wall Construction Tenders in itanagar Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| 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 | Ordinary rock (not requiring blasting) |
| 3 | A) Manual Means (i) Depth upto 3 m |
| 4 | 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. |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. |
| 6 | RCC Grade M20/ Using Concrete Mixer |
| 7 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 8 | RCC Grade M20/ Using Concrete Mixer |
| 9 | Reinforcement of RCC work including bending, binding and placing in position complete.In Footing and Main Wall b) Tar/TMT steel |
| 10 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 11 | a) Foundation,footing,base of column etc.and mass concrete. |
| 12 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 13 | Back filling behindwall complete as per drawing and Technical specification |
| 14 | Providing weep holes in Reinforced concrete in 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. |
| 15 | Add for Carriage of Materials ( As per Annexure-A ) |
| 16 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 17 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. |
| 18 | By Mix in Place Method (Construction of granular subbase by providing close graded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density, complete as per clause 401) |
| 19 | 1) for grading- I Material . |
| 20 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement rationot to exceed 15:1, aggregate gradation after blending to be asper table 600-1, cement content not to be less than 150 kg/ cu m,optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with apaver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 21 | Cement Concrete Pavement (Construction of un-reinforced,dowel jointed, plain cement concrete pavement over a preparedsub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction,expansion, |
| 22 | Add for Carriage of Materials ( As per Annexure-A ) |
| 23 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 24 | Centring and shuttering including strutting proping etc. and removal of form work for: |
| 25 | a) Footing in foundation |
| 26 | Carriage of Materials |
| 27 | 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) |
| 28 | Ordinary rock (not requiring blasting) |
| 29 | A) Manual Means (i) Depth upto 3 m |
| 30 | 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. |
| 31 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. |
| 32 | RCC Grade M20/ Using Concrete Mixer |
| 33 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 34 | RCC Grade M20/ Using Concrete Mixer |
| 35 | Reinforcement of RCC work including bending, binding and placing in position complete.In Footing and Main Wall b) Tar/TMT steel |
| 36 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 37 | a) Foundation,footing,base of column etc.and mass concrete. |
| 38 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 39 | Back filling behindwall complete as per drawing and Technical specification |
| 40 | Providing weep holes in Reinforced concrete in 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. |
| 41 | Add for Carriage of Materials ( As per Annexure-A ) |
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