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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.6 LAccepted-AOC 0 DHANA TEJA BARARI DHANA TEJA MATHURA MATHURA UTTAR PRADESH 281005 UDYAM UP 54 0007790 | MATHURA | UTTAR PRADESH | 281005 | ₹98.6 L | L1 | Accepted-AOC L1 bidder (Award of contract) |
| 2 | L2₹1.0 CrRejected-Finance SALES TAX COLONY FULCHUR PETH GONDIA MAHARASHTRA 441601 | GONDIA | GONDIA | MAHARASHTRA | 441601 | ₹1.0 Cr | L2 | Rejected-Finance Not L1 Bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically not eligible |
| Sl No | Description | Qty | Unit | S.K. CONSTRUCTION L1 | SARFARAZ AMIN GODIL L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross section, and transporting to the embankment/filling location within all lifts and leads within AAI premises including construction of embankment with excavated earth at locations by spreading soil in layer not excading 20 cm in loose including breaking chods, watering and consolidating each layer with 8 to 10 tome capacity vibratory roller to achieve min. 95% relative compaction (field density), required slope as per MoRth specification and direction and satisfaction of Engg-in-charge. | 72,362 | cum | 105 ₹76.0 L | 90 ₹65.1 L |
| 2.00 | 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) | 965 | cum | 395 ₹3.8 L | 900 ₹8.7 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). | 2,000 | cum | 655 ₹13.1 L | 600 ₹12 L |
| 4.00 | Carriage of Materials by Mechanical Transport including loading,unloading and stacking: Lime, moorum, building rubbish upto 2 Km lead. | 965 | cum | 65 ₹62,725 | 190 ₹1.8 L |
| 5.00 | 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) : 8 graded stone aggregate 40 mm nominal size) | 15 | cum | 4,880 ₹73,200 | 6,000 ₹90,000 |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 864 | Kg. | 76 ₹65,664 | 75 ₹64,800 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete | 8 | sqm | 165 ₹1,320 | 300 ₹2,400 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters. Butteresses, plinth & string courses etc. | 29 | sqm | 280 ₹8,120 | 800 ₹23,200 |
| 9.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 6 | cum | 6,880 ₹41,280 | 9,000 ₹54,000 |
| 10.00 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia RCC pipes. (Laying by manual/ machanical means) | 150 | Metre | 2,150 ₹3.2 L | 7,500 ₹11.3 L |
Tender Value
₹1.5 Cr
EMD Value
₹4.4 L
Closing Date
15 Oct 2025, 6:00 pmClosed
AGM (Engg-Civil)
AAI, Birsi Airport, Gondia (Maharashtra)
Levelling and Grading of balance portion of operational area of Birsi Airport, Gondia.
2025_AAI_249965_1
AAI/GONDIA/E-C/25-26/LEVELLING
Open Tender
Civil Works
120 days
Birsi Airport
As per NIT
14 documents required · 14 mandatory
₹1,180
AGM (Engg-Civil), AAI, Gondia Airport
₹4.4 L
23 Apr 2026
24 Sept 2025
17 Oct 2025
25 Sept 2025
15 Oct 2025
25 Sept 2025
25 Sept 2025 - 1 Oct 2025
Amount
Earth work in excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross section, and transporting to the embankment/filling location within all lifts and leads within AAI premises including construction of embankment with excavated earth at locations by spreading soil in layer not excading 20 cm in loose including breaking chods, watering and consolidating each layer with 8 to 10 tome capacity vibratory roller to achieve min. 95% relative compaction (field density), required slope as per MoRth specification and direction and satisfaction of Engg-in-charge.
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)
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).
Carriage of Materials by Mechanical Transport including loading,unloading and stacking: Lime, moorum, building rubbish upto 2 Km lead.
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) : 8 graded stone aggregate 40 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters. Butteresses, plinth & string courses etc.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000 mm dia RCC pipes. (Laying by manual/ machanical means)
SARFARAZ AMIN GODIL (BID ID -915255)
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