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Tender ID
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance H NO 8 3 833 119 PLOT NO 119 PHASE I KAMALPURI COLONY SRINAGAR COLONY HYDERABAD 500073 TELANGANA | HYDERABAD | HYDERABAD | TELANGANA | 500073 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance PREMISES NO B 38 GROUND FLOOR VINYAK RESIDENCY HARDA BYPASS ROAD NARMADAPURAM MADHYA PRADESH 461001 | NARMADAPURAM | NARMADAPURAM | MADHYA PRADESH | 461001 | Admitted-Finance |
| 4 | Admitted-Finance 9 PPCL COLONY UDAY VIHAR HARIDWAR BYPASS DEHRADUN UTTARAKHAND 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | Admitted-Finance |
| 5 | Admitted-Finance 126 CHITTARANJAN AVENUE KOLKATA 700003 WEST BENGAL | KOLKATA | KOLKATA | WEST BENGAL | 700003 | Admitted-Finance |
Tender Value
₹119.4 Cr
EMD Value
₹3.6 Cr
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), CHQ, NER
1st floor Air India Reservation Building Safdarjung Airport New Delhi - 110003
EXPANSION OF BARAPANI (SHILLONG) AIRPORT INCLUDING RUNWAY EXTENSION, EXPANSION OF TERMINAL BUILDING AND APRON AND OTHER ALLIED WORKS. SH AIRSIDE WORKS (PHASE-I)
2025_AAI_231422_1
AAI/CHQ/Engg-C/NER/Rwy Extn.
Open Tender
Civil Works
Item Rate
547 days
Barapani, Shillong Airport
Please refer Tender documents.
20 documents required · 20 mandatory
₹11,800
₹3.6 Cr
New Delhi
8 Sept 2025
28 Mar 2025
28 May 2025
29 Mar 2025
23 May 2025
16 May 2025
29 Mar 2025 - 5 May 2025
30 Apr 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation of soil using hydraulic excavator of 0.90cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposed of the excavated earth, transporting to the embankment location including loading and unloading with all lifts and leads within airport premises excluding the survey work as per direction of Engineer-In-Charge (ref. MORTH Specification section-306) | 4,88,740 | Cum | - | - |
| 2 | Construction of embankment with available excavated earth deposited at site from other locations with spreading, neatly leveling/ grading and compacting layer by layer to achieve the desired levels and compactions to meet the requirement of table 300-2 of MORTH specification etc. complete in all respects excluding the survey work as per direction of Engineer-In-Charge.(ref. MORTH Specification section-305) | 4,12,500 | Cum | - | - |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 665 | Cum | - | - |
| 4 | Carriage of Earth by Mechanical Transport excluding loading, unloading and stacking upto 5Km Lead. | 75,575 | Cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
(a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 735 | Cum | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
(c) 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) | 90 | Cum | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
(d)1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 5,650 | Cum | - | - |
| 8 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 5,630 | Cum | - | - |
| 9 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 5,000 | Kg | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete | 3,095 | sqm | - | - |
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