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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-Finance SALES TAX COLONY FULCHUR PETH GONDIA MAHARASHTRA 441601 | GONDIA | GONDIA | MAHARASHTRA | 441601 | L1 | Accepted-Finance L1 bidder | |
| 2 | L2₹4.7 Cr+₹1.1 Cr (30.9%)Rejected-Finance | L2 | Rejected-Finance Not L1 bidder | |
| 3 | Rejected-Technical | - | Rejected-Technical Technically not eligible |
| Sl No | Description | Qty | Unit | M/s. Siddhartha Builders L2 | SARFARAZ AMIN GODIL L1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 13,536 | cum | 100 ₹13,53,600 | 60 ₹8,12,160 Lowest |
| 2.00 | 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) | 43 | Cum | 4,450 ₹1,91,350 | 3,000 ₹1,29,000 Lowest |
| 3.00 | Consolidation of subgrade with power road roller 8 to 10 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. | 33,840 | Sqm | 50 ₹16,92,000 | 10 ₹3,38,400 Lowest |
| 4.00 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
With material conforming to Grade-III (size range 26.5 mm to 0.075 mm) having CBR Value-20 | 5,076 | Cum | 1,369 ₹69,49,044 Lowest | 1,600 ₹81,21,600 |
| 5.00 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | 3,384 | Cum | 1,963 ₹66,42,792 | 1,600 ₹54,14,400 Lowest |
| 6.00 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With rapid setting bitumen emulsion.On W.B.M / W.M.M. @ 0.4kg/sqm | 22,560 | Sqm | 28 ₹6,31,680 | 20 ₹4,51,200 Lowest |
| 7.00 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion.On bituminous surface @ 0.25kg/sqm | 22,560 | Sqm | 14 ₹3,15,840 Lowest | 15 ₹3,38,400 |
| 8.00 | Providing and laying of Hot Mix Dense Bituminous Macadam (DBM) using crushed stone aggregate of quality, size and grading as specified and filler as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in- Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete. [for tendering purpose VG bitumen of grade (VG-30) content shall be taken as 110 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% hydrated lime by weight of aggregates as filler material]. | 1,128 | Cum | 9,328 ₹1,05,21,984 | 6,500 ₹73,32,000 Lowest |
| 9.00 | Providing and laying of Hot Mix Semi Dense Asphaltic Concrete (SDAC) using crushed stone aggregate of quality, size and grading as specified and filler as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in- Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade (VG-30) content shall be taken as 120 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% hydrated lime by weight of aggregates as filler material]. | 1,128 | Cum | 9,770 ₹1,10,20,560 | 7,500 ₹84,60,000 Lowest |
| 10.00 | Providing and laying non-pressure NP4 class (Heavy duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
600 mm dia. R.C.C. pipe | 150 | Metre | 1,705 ₹2,55,750 Lowest | 2,000 ₹3,00,000 |
Tender Value
₹5.7 Cr
EMD Value
₹17.2 L
Closing Date
13 Jan 2026, 6:00 pmClosed
AGM (Engg-Civil)
AAI, Birsi Airport, Gondia, Maharashtra
Reconstruction of damaged perimeter road in operational area at Birsi Airport, Gondia
2025_AAI_260257_1
AAI/GONDIA/E-C/25-26/Damaged P-Road/NIT-22
Open Tender
Civil Works
Item Rate
180 days
Birsi Airport
As per tender document
18 documents required · 18 mandatory
₹1,770
AGM (Engg-Civil), AAI, Gondia Airport
₹17.2 L
30 Apr 2026
23 Dec 2025
19 Jan 2026
24 Dec 2025
13 Jan 2026
24 Dec 2025
24 Dec 2025 - 30 Dec 2025
| 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 | 13,536 | cum | - | - |
| 2 | 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) | 43 | Cum | - | - |
| 3 | Consolidation of subgrade with power road roller 8 to 10 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. | 33,840 | Sqm | - | - |
| 4 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
With material conforming to Grade-III (size range 26.5 mm to 0.075 mm) having CBR Value-20 | 5,076 | Cum | - | - |
| 5 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | 3,384 | Cum | - | - |
| 6 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With rapid setting bitumen emulsion.On W.B.M / W.M.M. @ 0.4kg/sqm | 22,560 | Sqm | - | - |
| 7 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion.On bituminous surface @ 0.25kg/sqm | 22,560 | Sqm | - | - |
| 8 | Providing and laying of Hot Mix Dense Bituminous Macadam (DBM) using crushed stone aggregate of quality, size and grading as specified and filler as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in- Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete. [for tendering purpose VG bitumen of grade (VG-30) content shall be taken as 110 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% hydrated lime by weight of aggregates as filler material]. | 1,128 | Cum | - | - |
| 9 | Providing and laying of Hot Mix Semi Dense Asphaltic Concrete (SDAC) using crushed stone aggregate of quality, size and grading as specified and filler as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in- Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade (VG-30) content shall be taken as 120 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% hydrated lime by weight of aggregates as filler material]. | 1,128 | Cum | - | - |
| 10 | Providing and laying non-pressure NP4 class (Heavy duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
600 mm dia. R.C.C. pipe | 150 | Metre | - | - |
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