Loading
Loading…
Loading…
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹10.2 Cr
EMD Value
₹30.6 L
Closing Date
7 Nov 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
AGM(E-C),RHQ,NER,Guwahati
AGM(E-C),RHQ,NER,Old RED, RHQ, Bldg, G-Floor, Guwahati-15
Wall to Wall Grading of Operational area at Tezu Airport, Tezu.
2026_AAI_294422_1
AAI/RHQ/NER/Tezu/WTWG/2026-27
Open Tender
Civil Works
Item Rate
365 days
Tezu Airport
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹30.6 L
14 Oct 2026
14 Oct 2026
17 Nov 2026
15 Oct 2026
7 Nov 2026
15 Oct 2026
15 Oct 2026 - 23 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Grading of Operational Area of Runway from Wall to Wall of the ground including removing vegetation and inequalities not exceeding upto 30cm deep as per the grading requirements of Civil aviation CAR section 3.4.13 & 3.4.15 using motorized grader/dozer by cutting and filling in 20 cm layers watering and compacting with vibratory roller to obtain desired compacted density as per Morth specifications and as per directions of engineer in charge. The work involves taking initial levels and plotting the finished level as per requirement of CAR section 3.4.13 & 3.4.15 and then grading the surface as per the approved gradient. The cut area and filled area should be compacted to desired density as approved by engineer in charge using vibratory roller of 8 to 10 tonnes. vibratory Rollers of smaller widths should be used for areas where bigger rollers can't used. If extra earth is obtained in any sector area, the same to be carried to areas where shortage of earth is there for filling and nothing extra shall be paid for the same. How ever for areas earth is to be brought from borrow pits from outside the AAI premises, the same will be delt under separate item. | 7,11,557 | Sqm | - | - |
| - | Excavation in soil with hydraulic excavator including cutting and loading in tippers, trimming of bottom and side slopes, in accordance with requirements of lines, grades and cross section and transporting, unloading and spreading evenly the surplus soil as per required slope within all lifts and lead upto 1.00 km as per MORT&H Clause 301 all complete as per directions of Engineer-in-Charge. | 24,660 | Cum | - | - |
| - | Construction of embankment with approved material (Good earth) obtained from borrow pits, with all lifts and leads, transporting to sites, spreading and grading to required slopes with compacted density not less than 95% Relative compaction as percentage of max. laboratory dry density as per IS:2720 (Part 8) as per direction by Engineer-in-Charge. | 21,346.71 | Cum | - | - |
| - | Supplying and filling with local polok soil (sand and soil mix) in low lying area as per required grade/slope including dressing, watering and consolidating all complete as per direction of Engineer-in-charge. | 21,346.71 | Cum | - | - |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.28 MB
TenderDoc.pdf
Tender Documents • 4.90 MB
BOQ_343294.xls
BOQ • 0.25 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .