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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
₹7.5 Cr
EMD Value
₹22.6 L
Closing Date
28 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 (Engg-Civil), RHQ, NER, Guwahati
1st Floor New RHQ Building, AAI Guwahati-15
Construction of New Operational Boundary Wall at Lilabari Airport Balance Works
2026_AAI_296388_1
AAI/IXI/CIVIL/e-NIT/ B.WALL-BAL/26-27
Open Tender
Civil Works
Item Rate
240 days
Lilabari Airport
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
₹22.6 L
6 Nov 2026
6 Nov 2026
7 Dec 2026
6 Nov 2026
28 Nov 2026
6 Nov 2026
6 Nov 2026 - 12 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift , as directed by Engineer-incharge.
All kinds of soil | 12,340 | Cum | - | - |
| - | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered) :Depth not exceeding 1.5 m. | 225 | Sqm | - | - |
| - | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered) : Depth exceeding 1.5 m but not exceeding 3 m. | 225 | Sqm | - | - |
| - | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered) : Depth exceeding 3 m but not exceeding 4.5 m. | 225 | Sqm | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 360 | Cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 4,030 | Sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1,905 | Sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | 2,395 | Sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts | 1,625 | Sqm | - | - |
| - | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level
Concrete of M25 grade with minimum cement content of 330 kg /cum | 1,365 | Cum | - | - |
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TENDERBWALLIXI.pdf
Tender Documents • 3.36 MB
BOQ_346213.xls
BOQ • 0.27 MB
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