Tender For Repair/Maintenance Of Existing Purying Village Road (Commencing From Tato-Mechukha Road) Including The Retaining Wall At Right Bank Of Purying Village, Shi-Yomi District, Arunachal Pradesh
Tender Value
30.26 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
2 days left
EMD
60600
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shi Yomi → Arunachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair/Maintenance Of Existing Purying Village Road (Commencing From Tato-Mechukha Road) Including The Retaining Wall At Right Bank Of Purying Village, Shi-Yomi District, Arunachal Pradesh
BOQ
| Sl. No. | Item Description |
| 1 | Items |
| 2 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) |
| 3 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) |
| 4 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)(ii) for grading- II Material |
| 5 | Preparation and Surface Treatment of formation. (Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.) |
| 6 | Granular Sub-Base with Well Graded Material (Table:- 400-1)B. By Mix in Place Method (Construction of granular sub-base 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) including loading, unloading, transportation, etc.i) for grading- I Material |
| 7 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) including loading, unloading, transportation, etc. |
| 8 | Excavation for Structures (Earthwork in excavation of foundation of structures asper drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)(i) Ordinary soilExcavation in ordinary rock/soil by mechanical means (Depth upto 3m) |
| 9 | Dry rubble Flooring/Stone soiling |
| 10 | PCC 1:3:6 in Foundation (Plain cement concrete1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 11 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification (b) Random Rubble Masonry |
| 12 | Providing weep holes in Brick masonry /Plain / Reinforced concrete abutment, wingwall /return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20Htowardsdrawing foce. Complete as per drawing and Technical specifications |
| 13 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2.of MoRTH specifications to a thickness of not less than 600Mm 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 |
| 14 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip. |
| 15 | Loading and Unloading of Cement/Steel/Structural Steel/RC Pipes/Wooden logs/Bricks/Bitumen and timber etc,. by Manual Means and Stacking for hill roads |
| 16 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.(i) Surfaced Road for Cement (Silapathar to Site) |
| 17 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.(i) Surface Road (Mechuka to Site) for Sand/ Agg./Stone/boulder Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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