Public Works Department-PWD has published Construction Of Ring Road At Sawa Co Hqr. Township, East Kameng District.. Submission Date for this Tender is 12-06-2023. Road Work Tenders in East Kameng Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | I. SH:- Jungle Cutting 1. Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) |
| 2 | Girth from 300 mm to 600 mm |
| 3 | Girth from 600 mmm to 900 mm |
| 4 | Girth from 900 mm to 1800 mm |
| 5 | 2. Clearing and Grubbing Road land (claering and grubbing road land including uprooting rank vegetetion , grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness). (i) By manual means A. In area of light jungles |
| 6 | II.SH:- Formation Cutting |
| 7 | Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side. |
| 8 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side. |
| 9 | III.SH:- Kutcha Drain |
| 10 | C/o Kutcha Drain as per drawing and direction of Engineer In - Charge |
| 11 | IV.SH:- Culvert 1.5 mtr span-5 Nos |
| 12 | 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 |
| 13 | 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.) |
| 14 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort ) |
| 15 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m |
| 16 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure,20-30% of (a+b+c) Height upto 5m |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 18 | 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 s |
| 19 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification a)Granular material |
| 20 | (i). Carriage of Materials by mechanical transport from Bhalukpong to work site including loading, unloading and stacking in measurable stacks as per direction of Engineer - in - charge. a) Cement - |
| 21 | b) Steel - |
| 22 | (ii). Carriage of River bed materials like Sand, Shingles, Boulder etc bymechanical transport from River to Site of works includingloading, unloading and stacking in measurable stacks as per direction of Engineer - in - charge. a) Sand - |
| 23 | b) Aggregate- |
| 24 | c) Boulder - |
| 25 | d) Granular material - |
| 26 | V.SH:- Culvert 3.0 mtr span-2Nos |
| 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 Manual Means Depth upto 3 m |
| 28 | 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. |
| 29 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 |
| 30 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry |
| 31 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M20 Using Concrete Mixer |
| 32 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer Height upto 5m |
| 33 | Reinforcement of RCC work including bending binding and placing in position complete.(a) Cold twisted/TMT bars |
| 34 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material |
| 35 | 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 |
| 36 | (i). Carriage of Materials by mechanical transport from Bhalukpong to work site including loading, unloading and stacking in measurable stacks as per direction of Engineer - in - charge. a) Cement - |
| 37 | b) Steel- |
| 38 | (ii). Carriage of River bed materials like Sand, Shingles, Boulder etc bymechanical transport from River to Site of works includingloading, unloading and stacking in measurable stacks as per direction of Engineer - in - charge. a) Sand |
| 39 | b) Aggregate- |
| 40 | c) Boulder - |
| 41 | d) Granular material - |
| 42 | VI.SH:- Retaining wall 3.00 mtr height-117.53 mtr Length |
| 43 | 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 |
| 44 | 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.) |
| 45 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification (a).Random Rubble Masonry |
| 46 | (a). Dry Rubble flooring |
| 47 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification A.Granular material |
| 48 | Carriage of Engineering Material such As Steel , Bitumen , Bitumen Emulssion, CGI Sheet, etc By mechancal Transport including Loading, Unloading and stacking at site as per direction of engineer-in charge from Bhaukpong to site of work( Hill Road ) ( Lead 115.00 km ) |
| 49 | Carriage of Engineering Materials like forest product such as sand, Boulder,stone shingle,stone aggregate, moorom from quarry site by mechanical transport including Loading, Unloading and stacking in measurable stack as per direction of engineer in chargeat site of work from quarry to work siteon Hill/Katcha/Gravelled road. ( Lead 5.00 km ) |
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