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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 CrAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹8.9 Cr+₹40,375 (0.05%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | MS KAMENG TRADERS L1 | MS TNT ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00FORMATION CUTTING | |||||
| 1.10 | Excavation for roadway formation by manual or by mechanical means or both, in all kinds of soil, earth mixed with boulders, ordinary rock, soft rock, and hard rock without blasting or with controlled blasting or any alternative methods (various techniques may be employed such as drilling, blasting, or breaking by heat & cool method or using rock cutter/rock breakers or by chemical cracking agent or using a hydraulic rock splitter or by a combination of all or by any other breaking/splitting technique) including cutting, and trimming of bottom and side slopes in accordance with the requirements of lines, grades, and cross sections, and loading in tippers and disposal of cut materials & debris with all lead and lifts complete as per specification and as directed by the Engineer-in-Charge | 40,260 | Cum | 335 ₹1,34,87,100 Lowest | 337 ₹1,35,67,620 |
| 2.00EARTHWORK | |||||
| 2.10 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side.
Ordinary soil
(i) Upto 3 m depth | 1,932.6 | Cum | 360 ₹6,95,736 | 354 ₹6,84,140.4 Lowest |
| 2.20 | II) 3m to 6m depth | 234.38 | Cum | 250 ₹58,595 | 245 ₹57,423.1 Lowest |
| 2.30 | B) Ordinary rock(not required blasting) | 234.38 | Cum | 270 ₹63,282.6 | 265 ₹62,110.7 Lowest |
| 3.00PAVEMENT SUBGRADE AND SHOULDER | |||||
| 3.10 | Compacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level,watered, graded and compacted in layers to meet requirement of Tables 300.1and 300.2 for subgrade construction as per Technical Specific | 29,489.22 | Sqm | 100 ₹29,48,922 Lowest | 100 ₹29,48,922 Lowest |
| 3.20 | Construction of Subgrade and Earthen Shoulders Construction of Embankment with Flyash/Pond ash available from Coal or Lignite Burni | 3,824.92 | Cum | 320 ₹12,23,974.4 Lowest | 320 ₹12,23,974.4 Lowest |
| 4.00NON FROST SUSCEPTIBLE SUB BASE (NFSSB) | |||||
Tender Value
Refer Docs
EMD Value
₹17.7 L
Closing Date
27 Aug 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CEO ARRDA RWD Itanagar
CEO ARRDA RWD Itanagar
FC, ,Sub-grade, Sub-Base, Base Course, BT, CD, protection Wall and Drain
2026_CEAR_149048_1
AR0803475
Open Tender
Civil Works - Roads
Item Rate
Kangteng Village
Please refer Tender documents.
9 documents required · 9 mandatory
₹15,000
CEO ARRDA RWD Itanagar
₹17.7 L
Tawang
11 Sept 2026
13 Aug 2026
28 Aug 2026
13 Aug 2026
27 Aug 2026
13 Aug 2026
19 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1FORMATION CUTTING | |||||
| 0.0 | Excavation for roadway formation by manual or by mechanical means or both, in all kinds of soil, earth mixed with boulders, ordinary rock, soft rock, and hard rock without blasting or with controlled blasting or any alternative methods (various techniques may be employed such as drilling, blasting, or breaking by heat & cool method or using rock cutter/rock breakers or by chemical cracking agent or using a hydraulic rock splitter or by a combination of all or by any other breaking/splitting technique) including cutting, and trimming of bottom and side slopes in accordance with the requirements of lines, grades, and cross sections, and loading in tippers and disposal of cut materials & debris with all lead and lifts complete as per specification and as directed by the Engineer-in-Charge | 40,260 | Cum | - | - |
| 2EARTHWORK | |||||
| 0.0 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side.
Ordinary soil
(i) Upto 3 m depth | 1,932.6 | Cum | - | - |
| 0.0 | II) 3m to 6m depth | 234.38 | Cum | - | - |
| 0.9 | B) Ordinary rock(not required blasting) | 234.38 | Cum | - | - |
| 3PAVEMENT SUBGRADE AND SHOULDER | |||||
| 0.0 | Compacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level,watered, graded and compacted in layers to meet requirement of Tables 300.1and 300.2 for subgrade construction as per Technical Specific | 29,489.22 | Sqm | - | - |
| 0.0 | Construction of Subgrade and Earthen Shoulders Construction of Embankment with Flyash/Pond ash available from Coal or Lignite Burni | 3,824.92 | Cum | - | - |
| 4NON FROST SUSCEPTIBLE SUB BASE (NFSSB) | |||||
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