Public Works Department-PWD has published Tender For Renovation And Construction Of Various Sector Roads Under Koloriang Township Sh Gsb Cc Pavement, Protection Wall And Cc Drains Etc.. Submission Date for this Tender is 20-03-2024. Road Work Tenders in Kurung Kumey Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SH:-GSB(0.710 km) |
| 2 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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), for grading-I materials. |
| 3 | SH:-CC Pavement |
| 4 | Granular Sub-base with Close Graded Material (Table:- 400-2)(Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )For grading II materials. |
| 5 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub 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 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, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )(Rate isexclusive of cement concrete & transportation) |
| 6 | SH:-Protection wallSH: R/Wall 4.00 Height 10.00 Length-48.200) |
| 7 | 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.) I.Ordinary soil A. Manual Means i. upto 3 m depth |
| 8 | 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.) |
| 9 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification b.Random Rubble Masonry |
| 10 | Dry rubble Flooring |
| 11 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification A.Granular Material |
| 12 | 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 |
| 13 | SH:-Drain(0.360 km) |
| 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.) I.Ordinary soil A. Manual Means i. upto 3 m depth |
| 15 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification b.Random Rubble Masonry |
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