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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 LAccepted-AOC SALES TAX COLONY FULCHUR PETH GONDIA MAHARASHTRA 441601 | GONDIA | GONDIA | MAHARASHTRA | 441601 | ₹42.4 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹61.0 LRejected-Finance | ₹61.0 L | L2 | Rejected-Finance Not L1 bidder |
| Sl No | Description | Qty | Unit | BHAGWATI BUILDERS L2 | SARFARAZ AMIN GODIL L1 |
|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | 1,300 | cum | 2,025 ₹26.3 L | 1,000 ₹13 L |
| 2.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | 3,255 | sqm | 90 ₹2.9 L | 75 ₹2.4 L |
| 3.00 | Supplying and filling moorum or suitable earth obtained from approved quarry in embankment or depressions in layers not exceeding 20cm in depth (or any thickness as approved by the Engineer-in-Charge in case vibratory roller / soil compactor is used) including breaking clods, watering, consolidating each layer with power road roller 8-10 tonnes weight or vibratory roller / soil compactor of adequate capacity under optimum moisture content condition to give at least 97% of the maximum laboratory dry density (modified proctor density) as per IS code 2720 (part VIII) complete including leveling fine dressing to the required grade, camber and slope complete as per MORTH specifications and as directed by the Engineer-in-Charge with all leads and lifts (The item includes cost of work, payment of necessary royalty, carriage of moorum / suitable earth upto work site for all leads and lifts involved from all sources acquired or arranged by the Contractor. Payment to be made for compacted quantity only). | 1,250 | cum | 385 ₹4.8 L | 500 ₹6.3 L |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 1,250 | cum | 1,951 ₹24.4 L | 1,366 ₹17.1 L |
| 5.00 | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : All kinds of soil | 1,000 | cum | 105 ₹1.1 L | 100 ₹1 L |
| 6.00 | Carriage of materials by Mechanical Transport including loading, unloading and stacking: Lime, moorum, building rubbish, upto lead of 3 Km. | 1,300 | cum | 115 ₹1.5 L | 200 ₹2.6 L |
Tender Value
₹73.8 L
EMD Value
₹2.2 L
Closing Date
2 Dec 2025, 6:00 pmClosed
AGM (Engg-Civil)
AAI, Birsi Airport, Gondia
Construction of RESA 22 at Birsi Airport, Gondia
2025_AAI_255030_1
AAI/GONDIA/E-C/25-26/RESA 22
Open Tender
Civil Works
60 days
Birsi Airport
As per tender documents
14 documents required · 14 mandatory
₹1,180
AGM (Engg-Civil), AAI, Gondia Airport
₹2.2 L
9 Apr 2026
11 Nov 2025
4 Dec 2025
12 Nov 2025
2 Dec 2025
12 Nov 2025
12 Nov 2025 - 18 Nov 2025
Amount
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil
Supplying and filling moorum or suitable earth obtained from approved quarry in embankment or depressions in layers not exceeding 20cm in depth (or any thickness as approved by the Engineer-in-Charge in case vibratory roller / soil compactor is used) including breaking clods, watering, consolidating each layer with power road roller 8-10 tonnes weight or vibratory roller / soil compactor of adequate capacity under optimum moisture content condition to give at least 97% of the maximum laboratory dry density (modified proctor density) as per IS code 2720 (part VIII) complete including leveling fine dressing to the required grade, camber and slope complete as per MORTH specifications and as directed by the Engineer-in-Charge with all leads and lifts (The item includes cost of work, payment of necessary royalty, carriage of moorum / suitable earth upto work site for all leads and lifts involved from all sources acquired or arranged by the Contractor. Payment to be made for compacted quantity only).
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : All kinds of soil
Carriage of materials by Mechanical Transport including loading, unloading and stacking: Lime, moorum, building rubbish, upto lead of 3 Km.
BHAGWATI BUILDERS (BID ID -935490)
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