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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹202.2 CrAccepted-AOC L 87 STREET NO 7C MAHIPALPUR EXTENSION NEW DELHI 110037 | NEW DELHI | NEW DELHI | DELHI | 110037 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹224.8 Cr+₹22.0 Cr (10.9%)Rejected-Finance | L2 | Rejected-Finance BEING LOWEST 2 | |
| 3 | L3₹229.7 Cr+₹27.0 Cr (13.3%)Rejected-Finance 3 22 D CIVIL LINES BYPASS ROAD NH 2 AGRA AGRA UTTAR PRADESH 282002 | AGRA | UTTAR PRADESH | 282002 | L3 | Rejected-Finance BEING LOWEST 3 | |
| 4 | L4₹230.3 Cr+₹27.6 Cr (13.6%)Rejected-Finance 19 PARKDRIVE MALIBU TOWN SECTOR 47 SOHNA ROAD GURGAON HARYANA 122001 | GURGAON | GURGAON | HARYANA | 122001 | L4 | Rejected-Finance BEING LOWEST 4 | |
| 5 | L5₹243.0 Cr+₹40.2 Cr (19.8%)Rejected-Finance A 898 TAGORE NAGAR LUDHIANA 141001 PUNJAB | LUDHIANA | LUDHIANA | PUNJAB | 141001 | L5 | Rejected-Finance BEING LOWEST 5 |
| Sl No | Description | Qty | Unit | NSC Projects Pvt. Ltd. L1 | VISHAL INFRASTRUCTURE LTD L2 | Dineshchandra R.Agrawal Infracon Pvt.Ltd L7 | VRC Constructions (India) Limited L6 | PNC Infratech Ltd. L3 | Ceigall India Limited L5 | Gawar Construction Limited L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00SCHEDULE `A' PART - I (Building Works) is not prepriced by MES and prepriced rates indicates 0.0 under column 6 signified this fact only. | ||||||||||
| 1.01 | Design and Build (D&B) of buildings/ structures :-
(a) BLAST PEN No 1 :- Design and Constructions of RCC Blast Pen (24.00 Mtr X 30.00 Mtr) with arched roof complete including annexes as per line plan (Drg No CEAF/ADM/SK-10/2025 Sheet 1/3).
(b) RCC retaining walls, return Walls and toe walls around annexes including earthen traverse complete.
(vi) Water proofing treatment to roof of pen incl annexes.
(c) Earth filling over roof of RCC blast pen, annexes and traverse walls, (Surplus earth obtained from excavations from various locations inside MoD land to be used for forming embankment)
(d) Provn of Geomeshing over BP and over traverse walls for retaining earth filling.
(e) Sliding door (Six leafs) (Each leaf Size -4.15W x 8.3 Ht mtr) for blast pen on both sides with electrically operated motorised system as well as manual operating system incl camouflage paint.
(f) Pavement of Blast Pen, exhaust tunnel upto the return walls of earthen traverse and adjacent to exhaust tunnel on both sides of blast pen all as per layout shown on drawing Nos CEAF/STD-479/03 sheet 3/18.
(g) MS Channel 100x 75mm inserted at Top of Vift Wall and Blast Pen to Fix the GI wire net of 6mm wire @ 450 c/c for net and return wall to the extent shown on drawing Nos CEAF/STD-479/03 Sheet No. 1/18 and 2/18,
(h) Cable ducts with cover upto external face of building and connected manholes inside blast pen including construction, expansion and dummy joints as per pattern shown in drawing No CEAF/STD-479/03 sheet No 18/18 in the floor of blast pen and also in pavement of exhaust tunnels and link taxi tracks on both side of the pen upto the line X-X marked on drawing Nos CEAF/STD-479/03 sheet No 1/18 and CEAF/STD-479/03 sheet No 4/18 complete with all other items all as specified and shown on drawings
(j) Grouted ground mooring rings(06 Nos)
Note : (i) Drawing / Line Plan mentioned are for reference only.
(ii) The quoted rate shall be inclusive of loading, unloading, bringing soil from various excavation locations of any lead and forming embankments. | 1 | Lump Sum | 14,39,84,911 ₹14,39,84,911 | 11,50,01,110 ₹11,50,01,110 | 18,00,00,000 ₹18,00,00,000 | 11,29,03,797 ₹11,29,03,797 | 15,58,77,186 ₹15,58,77,186 | 5,18,75,850 ₹5,18,75,850 Lowest | 15,50,00,000 ₹15,50,00,000 |
| 1.02 | Design and Build (D&B) of buildings/ structures :-
(a) BLAST PEN No 2 :- Design and Constructions of RCC Blast Pen (24.00 Mtr X 30.00 Mtr) with arched roof complete including annexes as per line plan (Drg No CEAF/ADM/SK-10/2025 Sheet 2/3).
(b) RCC retaining walls, return Walls and toe walls around annexes including earthen traverse complete.
(vi) Water proofing treatment to roof of pen incl annexes.
(c) Earth filling over roof of RCC blast pen, annexes and traverse walls, (Surplus earth obtained from excavations from various locations inside MoD land to be used for forming embankment)
(d) Provn of Geomeshing over BP and over traverse walls for retaining earth filling.
(e) Sliding door (Six leafs) (Each leaf Size -4.15W x 8.3 Ht mtr) for blast pen on both sides with electrically operated motorised system as well as manual operating system incl camouflage paint.
(f) Pavement of Blast Pen, exhaust tunnel upto the return walls of earthen traverse and adjacent to exhaust tunnel on both sides of blast pen all as per layout shown on drawing Nos CEAF/STD-479/03 sheet 3/18.
(g) MS Channel 100x 75mm inserted at Top of Vift Wall and Blast Pen to Fix the GI wire net of 6mm wire @ 450 c/c for net and return wall to the extent shown on drawing Nos CEAF/STD-479/03 Sheet No. 1/18 and 2/18,
(h) Cable ducts with cover upto external face of building and connected manholes inside blast pen including construction, expansion and dummy joints as per pattern shown in drawing No CEAF/STD-479/03 sheet No 18/18 in the floor of blast pen and also in pavement of exhaust tunnels and link taxi tracks on both side of the pen upto the line X-X marked on drawing Nos CEAF/STD-479/03 sheet No 1/18 and CEAF/STD-479/03 sheet No 4/18 complete with all other items all as specified and shown on drawings
(j) Grouted ground mooring rings(06 Nos)
Note : (i) Drawing / Line Plan mentioned are for reference only.
(ii) The quoted rate shall be inclusive of loading, unloading, bringing soil from various excavation locations of any lead and forming embankments. | 1 | Lump Sum | 14,39,84,911 ₹14,39,84,911 | 11,50,01,110 ₹11,50,01,110 | 18,60,00,000 ₹18,60,00,000 | 11,29,03,797 ₹11,29,03,797 | 15,58,77,186 ₹15,58,77,186 | 5,18,75,850 ₹5,18,75,850 Lowest | 15,50,00,000 ₹15,50,00,000 |
| 1.03 | Design and Build (D&B) of Covered Garrage with PQC Flooring with allied infra with permanent specification complete all as specified. | 1 | Lump Sum | 74,83,816 ₹74,83,816 | 1,21,93,521 ₹1,21,93,521 | 7,20,000 ₹7,20,000 Lowest | 1,01,51,000 ₹1,01,51,000 | 1,17,30,000 ₹1,17,30,000 | 1,95,00,000 ₹1,95,00,000 | 90,00,000 ₹90,00,000 |
| 1.04 | Design and Build (D&B) of POL with allied infra with permanent specification complete all as specified. | 1 | Lump Sum | 6,00,000 ₹6,00,000 | 6,61,816 ₹6,61,816 | 3,57,000 ₹3,57,000 | 6,51,000 ₹6,51,000 | 6,00,000 ₹6,00,000 | 1,95,00,000 ₹1,95,00,000 | 3,50,000 ₹3,50,000 Lowest |
| 2.00NOTE: Schedule ‘A’ Part II to XVIII items which are Prepriced by MES, Bidders shall insert their lump sum amount in the Green coloured field under Col-7 only. | ||||||||||
| 2.01 | Lump sum price worked out by the Contractor for “SITE CLEARANCE, EXCAVATION AND EARTH WORK” as listed in Schedule ‘A’ Part II | 1 | Lump sum | 40,15,622 ₹40,15,622 Lowest | 42,56,650.85 ₹42,56,650.85 | 1,00,24,719 ₹1,00,24,719 | 1,61,84,966.83 ₹1,61,84,966.83 | 89,53,946.75 ₹89,53,946.75 | 1,17,42,407.82 ₹1,17,42,407.82 | 93,00,000 ₹93,00,000 |
| 2.02 | Lump sum price worked out by the Contractor for “INTERNAL ELECTRIFICATION"” as listed in Schedule ‘A’ Part III | 1 | Lump sum | 11,91,039 ₹11,91,039 | 14,63,364 ₹14,63,364 | 20,30,914 ₹20,30,914 | 12,92,873.43 ₹12,92,873.43 | 17,81,250 ₹17,81,250 | 10,50,288.98 ₹10,50,288.98 | 9,80,000 ₹9,80,000 Lowest |
| 2.03 | Lump sum price worked out by the Contractor for “INTERNAL WATER SUPPLY"” as listed in Schedule ‘A’ Part IV | 1 | Lump sum | 56,571 ₹56,571 | 71,108 ₹71,108 | 90,257 ₹90,257 | 68,338.46 ₹68,338.46 | 43,380 ₹43,380 Lowest | 52,950.99 ₹52,950.99 | 45,257 ₹45,257 |
| 2.04 | Lump sum price worked out by the Contractor for “RUNWAY WORK” as listed in Schedule ‘A’ Part V | 1 | Lump sum | 93,93,58,700 ₹93,93,58,700 Lowest | 1,24,52,00,653.32 ₹1,24,52,00,653.32 | 1,26,00,00,000 ₹1,26,00,00,000 | 1,26,70,48,534.08 ₹1,26,70,48,534.08 | 1,13,29,24,405.55 ₹1,13,29,24,405.55 | 1,39,72,82,502.53 ₹1,39,72,82,502.53 | 1,10,63,16,000 ₹1,10,63,16,000 |
Tender Value
₹306 Cr
EMD Value
₹15 L
Closing Date
4 Feb 2026, 6:00 pmClosed
CE (AF) WAC PALAM
HQ CE (AF) WAC PALAM DELHI CANTT-110010
RESURFACING OF RUNWAY, CERTAIN PAVEMENT AREA ALONGWITH ALLIED WORKS AT AFS ADAMPUR
2025_MES_721722_1
CEWAC/ADM/T-06/2025-26
Open Tender
Civil Works
Lump-sum
600 days
GE (AF) ADAMPUR
AS PER NIT
8 documents required · 8 mandatory
₹3,000
GE (AF) ADAMPUR
₹15 L
Yes
HQ CE (AF) WAC PALAM DELHI CANTT
8 Jul 2026
26 Dec 2025
6 Feb 2026
26 Dec 2025
4 Feb 2026
27 Jan 2026
29 Dec 2025 - 20 Jan 2026
9 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SCHEDULE `A' PART - I (Building Works) is not prepriced by MES and prepriced rates indicates 0.0 under column 6 signified this fact only. | |||||
| 1.01 | Engineering, Procurement & Construction (EPC) of buildings/ structures :-
(a) BLAST PEN No 1 :- Design and Constructions of RCC Blast Pen (24.00 Mtr X 30.00 Mtr) with arched roof complete including annexes as per line plan (Drg No CEAF/ADM/SK-10/2025 Sheet 1/3).
(b) RCC retaining walls, return Walls and toe walls around annexes including earthen traverse complete.
(vi) Water proofing treatment to roof of pen incl annexes.
(c) Earth filling over roof of RCC blast pen, annexes and traverse walls, (Surplus earth obtained from excavations from various locations inside MoD land to be used for forming embankment)
(d) Provn of Geomeshing over BP and over traverse walls for retaining earth filling.
(e) Sliding door (Six leafs) (Each leaf Size -4.15W x 8.3 Ht mtr) for blast pen on both sides with electrically operated motorised system as well as manual operating system incl camouflage paint.
(f) Pavement of Blast Pen, exhaust tunnel upto the return walls of earthen traverse and adjacent to exhaust tunnel on both sides of blast pen all as per layout shown on drawing Nos CEAF/STD-479/03 sheet 3/18.
(g) MS Channel 100x 75mm inserted at Top of Vift Wall and Blast Pen to Fix the GI wire net of 6mm wire @ 450 c/c for net and return wall to the extent shown on drawing Nos CEAF/STD-479/03 Sheet No. 1/18 and 2/18,
(h) Cable ducts with cover upto external face of building and connected manholes inside blast pen including construction, expansion and dummy joints as per pattern shown in drawing No CEAF/STD-479/03 sheet No 18/18 in the floor of blast pen and also in pavement of exhaust tunnels and link taxi tracks on both side of the pen upto the line X-X marked on drawing Nos CEAF/STD-479/03 sheet No 1/18 and CEAF/STD-479/03 sheet No 4/18 complete with all other items all as specified and shown on drawings
Note : (i) Drawing / Line Plan mentioned are for reference only.
(ii) The quoted rate shall be inclusive of loading, unloading, bringing soil from various excavation locations of any lead and forming embankments. | 1 | Lump Sum | - | - |
| 1.02 | Engineering, Procurement & Construction (EPC) of buildings/ structures :-
(a) BLAST PEN No 2 :- Design and Constructions of RCC Blast Pen (24.00 Mtr X 30.00 Mtr) with arched roof complete including annexes as per line plan (Drg No CEAF/ADM/SK-10/2025 Sheet 2/3).
(b) RCC retaining walls, return Walls and toe walls around annexes including earthen traverse complete.
(vi) Water proofing treatment to roof of pen incl annexes.
(c) Earth filling over roof of RCC blast pen, annexes and traverse walls, (Surplus earth obtained from excavations from various locations inside MoD land to be used for forming embankment)
(d) Provn of Geomeshing over BP and over traverse walls for retaining earth filling.
(e) Sliding door (Six leafs) (Each leaf Size -4.15W x 8.3 Ht mtr) for blast pen on both sides with electrically operated motorised system as well as manual operating system incl camouflage paint.
(f) Pavement of Blast Pen, exhaust tunnel upto the return walls of earthen traverse and adjacent to exhaust tunnel on both sides of blast pen all as per layout shown on drawing Nos CEAF/STD-479/03 sheet 3/18.
(g) MS Channel 100x 75mm inserted at Top of Vift Wall and Blast Pen to Fix the GI wire net of 6mm wire @ 450 c/c for net and return wall to the extent shown on drawing Nos CEAF/STD-479/03 Sheet No. 1/18 and 2/18,
(h) Cable ducts with cover upto external face of building and connected manholes inside blast pen including construction, expansion and dummy joints as per pattern shown in drawing No CEAF/STD-479/03 sheet No 18/18 in the floor of blast pen and also in pavement of exhaust tunnels and link taxi tracks on both side of the pen upto the line X-X marked on drawing Nos CEAF/STD-479/03 sheet No 1/18 and CEAF/STD-479/03 sheet No 4/18 complete with all other items all as specified and shown on drawings
Note : (i) Drawing / Line Plan mentioned are for reference only.
(ii) The quoted rate shall be inclusive of loading, unloading, bringing soil from various excavation locations of any lead and forming embankments. | 1 | Each | - | - |
| 1.03 | Engineering, Procurement & Construction (EPC) of Covered Garrage with PQC Flooring with allied infra with permanent specification complete all as specified. | 1 | Each | - | - |
| 1.04 | Engineering, Procurement & Construction (EPC) of POL with allied infra with permanent specification complete all as specified. | 1 | Each | - | - |
| 2.01 | Lump sum price worked out by the Contractor for “SITE CLEARANCE, EXCAVATION AND EARTH WORK” as listed in Schedule ‘A’ Part II | 1 | Lump sum | 1,60,24,719.63 | ₹1,60,24,719.63 |
| 2.0199999999999996 | Lump sum price worked out by the Contractor for “INTERNAL ELECTRIFICATION"” as listed in Schedule ‘A’ Part III | 1 | Lump sum | 10,30,914.76 | ₹10,30,914.76 |
| 2.0299999999999994 | Lump sum price worked out by the Contractor for “INTERNAL WATER SUPPLY"” as listed in Schedule ‘A’ Part IV | 1 | Lump sum | 45,257.26 | ₹45,257.26 |
| 2.039999999999999 | Lump sum price worked out by the Contractor for “RUNWAY WORK” as listed in Schedule ‘A’ Part V | 1 | Lump sum | 1,25,45,03,499.09 | ₹1,25,45,03,499.09 |
| 2.049999999999999 | Lump sum price worked out by the Contractor for “ROAD, PATH, CULVERT AND HARDSTANDING” as listed in Schedule ‘A’ Part VI | 1 | Lump sum | 4,71,78,571.2 | ₹4,71,78,571.2 |
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