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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC B 150 GROUND FLOOR BACK SIDE PANDAV NAGAR DELHI 110092 | DELHI | EAST DELHI | DELHI | 110092 | ₹1.3 Cr | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹1.4 Cr+₹6.7 L (5.04%)Rejected-Finance | ₹1.4 Cr+₹6.7 L (5.04%) | L2 | Rejected-Finance rejected being second lowest bidder |
| 3 | L3₹1.5 Cr+₹17.3 L (13.0%)Rejected-Finance 32 06 PEST HOUSE NARONA CHAURAHA MALL ROAD POST BOX NO 49 KANPUR 208001 UP | KANPUR | KANPUR | UP | 208001 | ₹1.5 Cr+₹17.3 L (13.0%) | L3 | Rejected-Finance rejected being third lowest bidder |
| 4 | Rejected-Technical 0 0 BASANT AVENUE PHASE II PUNJAB GURDASPUR PUNJAB 143505 | GURDASPUR | PUNJAB | 143505 | - | - | Rejected-Technical Due to being two class below the requisite class which is Class B and the GSTIN No is also not found in documents submitted by the contractor. |
| Sl No | Description | Qty | Unit | PAPPU ROY CONSTRUCTION L1 | MITHILA BUILDERS AND ENGINEERS L3 | M/S SHEO KUMAR SINGH AND SONS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Cleaning of vegetation and shurbs as existing on ground complete all as specified and as directed. | 2,100 | Sqm | 20 ₹42,000 Lowest | 55 ₹1,15,500 | 20 ₹42,000 Lowest |
| 2.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed. | 1,575 | Sqm | 75 ₹1,18,125 | 45 ₹70,875 | 35 ₹55,125 Lowest |
| 3.00 | Excavation in trenches not exceeding 1.5 cm wide for foundation etc or for shaft, wells, cesspits, manholes, pier holes not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | 420 | Cum | 300 ₹1,26,000 | 380 ₹1,59,600 | 250 ₹1,05,000 Lowest |
| 4.00 | M&L for procuring and bringing approved soil (Earth) for filling from out side of MOD land to any distance complete all as specified and as directed. | 2,265 | Cum | 650 ₹14,72,250 Lowest | 750 ₹16,98,750 | 1,090 ₹24,68,850 |
| 5.00 | M&L for spreading and leveling in layers not exceeding 25 cm thick for well ramming including watering as required complete all as specified and as directed. | 105 | Cum | 150 ₹15,750 Lowest | 150 ₹15,750 Lowest | 190 ₹19,950 |
| 6.00 | Forming embarkments including raising (or lowering) earth spreading in layers not exceeding 30 cm thick, watering, ramming /rolling and finishing to requied size, shape, etc , not exceeding 1.5 m high from base complete all as specified and as directed. | 2,160 | Cum | 185 ₹3,99,600 | 90 ₹1,94,400 Lowest | 225 ₹4,86,000 |
| 7.00 | Rolling and consolidating formation surface in cutting with 8 to 10 tonne power roller including filling in soft spots, depression etc which occur during rolling to required camber and gradient complete all as specified and as directed. | 150 | 10 Sqm | 500 ₹75,000 | 360 ₹54,000 | 350 ₹52,500 Lowest |
| 8.00 | M&L cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling and mass condrete all as specified and as directed. | 139 | Cum | 5,600 ₹7,78,400 Lowest | 8,000 ₹11,12,000 | 7,500 ₹10,42,500 |
| 9.00 | M&L for brick work with sub class 'B' brick straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed. | 322 | Cum | 6,200 ₹19,96,400 Lowest | 8,500 ₹27,37,000 | 7,500 ₹24,15,000 |
| 10.00 | M&L broken stone hard core of gauge not exceeding 63mm , deposited, spread and levelled in layer not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 105 | Cum | 4,100 ₹4,30,500 | 4,500 ₹4,72,500 | 1,850 ₹1,94,250 Lowest |
Tender Value
₹1.5 Cr
EMD Value
₹2.2 L
Closing Date
21 May 2026, 6:00 pmClosed
CWE(AF) Bamrauli
HQ CWE(AF) Bamrauli Prayagraj 211012
IMPROVEMENT TO PERIMETER WALL AT CERTAIN LOCATIONS AND ALLIED WORKS AT AF STATION DARBHANGA
2026_MES_761298_1
87596/C/E8
Open Tender
Civil Works
Item Rate
182 days
Darbhanga under GE(AF) Bihta
MES Enlisted Contractor of Class B category a i
8 documents required · 8 mandatory
₹1,000
GE(AF) BIHTA
₹2.2 L
Yes
2 Jul 2026
21 Apr 2026
28 May 2026
21 Apr 2026
21 May 2026
14 May 2026
21 Apr 2026 - 28 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cleaning of vegetation and shurbs as existing on ground complete all as specified and as directed. | - | Sqm | - | - |
| 2 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed. | - | Sqm | - | - |
| 3 | Excavatting in trenches not exceeding 1.5 cm wide for foundatin etc or for shaft, wells, cessipls, manholes, pier n exc 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | - | Cum | - | - |
| 4 | M&L for procuring and bringing approved soil (Earth) for filling from out side of MOD land to any distance complete all as specified and as directed. | - | Cum | - | - |
| 5 | M&L for spreading and leveling in layers n exc 25 cm thick for well ramming including watering as required complete all as specified and as directed. | - | Cum | - | - |
| 6 | Forming embarkments including raising (or lowering) earth spreading in layers not exceeding 30 cm thick, watering, ramming /rolling and finsihing to requied size, shape, etc , not exceeding 1.5 m high from base complete all as specified and as directed. | - | Cum | - | - |
| 7 | Rolling and consolidating formation surface in cutting with 8 to 10 tonne power roller including filling in soft spots, depression etc which occur during rolling to required camber and gradient complete all as specified and as directed. | - | 10 Sqm | - | - |
| 8 | M&L cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling and mass condrete all as specified and as directed. | - | Cum | - | - |
| 9 | M&L for brick work with sub class 'B' brick straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed. | - | Cum | - | - |
| 10 | M&L broken stone hard core of gauge not exceeding 63mm , deposited, spread and levelled in layer not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | - | Cum | - | - |
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