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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.5 LAccepted-Finance | L1 | Accepted-Finance Being lowest tenderer | |
| 2 | L2₹35.8 L+₹33,503.45 (0.94%)Rejected-Finance | L2 | Rejected-Finance Being not lowest tenderer | |
| 3 | L3₹37.9 L+₹2.4 L (6.88%)Rejected-Finance NA | NA | NA | 121004 | L3 | Rejected-Finance Being not lowest tenderer | |
| 4 | L4₹38.8 L+₹3.3 L (9.29%)Rejected-Finance 1 OPP NAGAR NIGAM KATNI MAIN ROAD KATNI MADHYA PRADESH 483501 | KATNI | MADHYA PRADESH | 483501 | L4 | Rejected-Finance Being not lowest tenderer | |
| 5 | L5₹42.2 L+₹6.7 L (18.9%)Rejected-Finance | L5 | Rejected-Finance Being not lowest tenderer |
| Sl No | Description | Qty | Unit | M/S S.K.Electricals L6 | Neeraj Enterprises L4 | M/s Sagar Construction Company L3 | M/S falcon Builder L1 | PUNEET CONSTRUCTIONS CO. L7 | M/s Vijay Enterprises L2 | FUTURE ENGINEERING L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of concrete of any position not otherwise specially provided for reinforced (reinforcement cut as required to facilitate demolition) all as specified and directed. | 30.5 | Cum | 240 ₹7,320 | 1,800 ₹54,900 | 500 ₹15,250 | 400 ₹12,200 | 300 ₹9,150 | 200 ₹6,100 Lowest | 500 ₹15,250 |
| 2.00 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles all as specified and directed | 23 | Cum | 240 ₹5,520 Lowest | 500 ₹11,500 | 500 ₹11,500 | 400 ₹9,200 | 400 ₹9,200 | 300 ₹6,900 | 350 ₹8,050 |
| 3.00 | Demolition of concrete in ground floors and pavings (un-reinforced) n.exc 15 cm thickness (below or above ground level) all as specified and directed. | 3 | Cum | 240 ₹720 Lowest | 500 ₹1,500 | 500 ₹1,500 | 400 ₹1,200 | 400 ₹1,200 | 1,000 ₹3,000 | 600 ₹1,800 |
| 4.00 | Removing building material etc., to a distance of 100m or part thereof (upto 1.0 km total distance) beyond the lead included in the rates, including loading, unloading and stacking at the destination out of MoD land all as specified and directed. | 54.03 | Per Load | 3,800 ₹2,05,314 | 1,500 ₹81,045 | 1,000 ₹54,030 | 135 ₹7,294.05 Lowest | 1,200 ₹64,836 | 600 ₹32,418 | 775 ₹41,873.25 |
| 5.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil, complete all as specified and directed by Engr in Charge. | 20 | Cum | 250 ₹5,000 | 350 ₹7,000 | 200 ₹4,000 Lowest | 300 ₹6,000 | 300 ₹6,000 | 260 ₹5,200 | 360 ₹7,200 |
| 6.00 | M & L for PCC 1:4:8 (Type D2 40 mm aggregates) as in foundations, filling and mass concrete complete all as specified. | 10 | Cum | 3,800 ₹38,000 Lowest | 4,800 ₹48,000 | 4,500 ₹45,000 | 4,200 ₹42,000 | 4,000 ₹40,000 | 4,500 ₹45,000 | 3,950 ₹39,500 |
| 7.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified. | 10 | Cum | 100 ₹1,000 | 50 ₹500 Lowest | 100 ₹1,000 | 250 ₹2,500 | 150 ₹1,500 | 200 ₹2,000 | 140 ₹1,400 |
| 8.00 | M & L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams flat, finished fair; and similar work; vertical or to batter complete all as specified and directed by Engr in Charge | 300 | Sqm | 400 ₹1,20,000 | 550 ₹1,65,000 | 350 ₹1,05,000 Lowest | 550 ₹1,65,000 | 400 ₹1,20,000 | 400 ₹1,20,000 | 385 ₹1,15,500 |
| 9.00 | M & L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) flat surfaces finished fair complete all as specified and directed by Engr in Charge. | 200 | Sqm | 450 ₹90,000 | 450 ₹90,000 | 400 ₹80,000 | 600 ₹1,20,000 | 450 ₹90,000 | 650 ₹1,30,000 | 385 ₹77,000 Lowest |
| 10.00 | Providing and laying in position design mix concrete for reinforced cement concrete RCC, M-25 (20 mm graded aggregates) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, using coarse aggregate and fine aggregate derived from natural souces, Portland pozzolona/portland slag cement, admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, to improve durability and workability without impairing strength, including pumping of concrete to site of laying, curing, carriage for all leads as per the direction of the engineer-in-charge. | 20 | Cum | 7,500 ₹1,50,000 | 6,500 ₹1,30,000 Lowest | 9,000 ₹1,80,000 | 6,500 ₹1,30,000 Lowest | 9,000 ₹1,80,000 | 7,600 ₹1,52,000 | 7,950 ₹1,59,000 |
Tender Value
₹43.6 L
EMD Value
₹89,800
Closing Date
13 Jul 2026, 6:00 pmClosed
GE AF TUGHLAKABAD
GE AF TUGHLAKABAD
PROVN OF STATION STORE AND MISC B/R AT AF STATION TUGLAKABAD UNDER GE (AF) TUGHLAKABAD
2026_MES_772363_1
GE/TKD-40 of 2026-27
Open Tender
Civil Works - Others
Item Rate
90 days
AF Stn Tughlakabad
As per NIT conditions
7 documents required · 7 mandatory
₹0
₹89,800
Yes
24 Sept 2026
15 Jun 2026
15 Jul 2026
15 Jun 2026
13 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of concrete of any position not otherwise specially provided for reinforced (reinforcement cut as required to facilitate demolition) all as specified and directed. | 30.5 | Cum | - | - |
| 2 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles all as specified and directed | 23 | Cum | - | - |
| 3 | Demolition of concrete in ground floors and pavings (un-reinforced) n.exc 15 cm thickness (below or above ground level) all as specified and directed. | 3 | Cum | - | - |
| 4 | Removing building material etc., to a distance of 100m or part thereof (upto 1.0 km total distance) beyond the lead included in the rates, including loading, unloading and stacking at the destination out of MoD land all as specified and directed. | 54.03 | Per Load | - | - |
| 5 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil, complete all as specified and directed by Engr in Charge. | 20 | Cum | - | - |
| 6 | M & L for PCC 1:4:8 (Type D2 40 mm aggregates) as in foundations, filling and mass concrete complete all as specified. | 10 | Cum | - | - |
| 7 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified. | 10 | Cum | - | - |
| 8 | M & L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams flat, finished fair; and similar work; vertical or to batter complete all as specified and directed by Engr in Charge | 300 | Sqm | - | - |
| 9 | M & L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) flat surfaces finished fair complete all as specified and directed by Engr in Charge. | 200 | Sqm | - | - |
| 10 | Providing and laying in position design mix concrete for reinforced cement concrete RCC, M-20 (20 mm graded aggregates) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, using coarse aggregate and fine aggregate derived from natural souces, Portland pozzolona/portland slag cement, admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, to improve durability and workability without impairing strength, including pumping of concrete to site of laying, curing, carriage for all leads as per the direction of the engineer-in-charge. | 20 | Cum | - | - |
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