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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.5 LAdmitted-Finance N A | NA | NA | 121004 | L1 | Admitted-Finance | |
| 2 | L2₹34.5 L+₹1.0 L (3.09%)Admitted-Finance A 47D RAM DUTT ENCLAVE UTTAM NAGAR NEW DELHI 110059 | WEST | DELHI | 110059 | L2 | Admitted-Finance | |
| 3 | L3₹37.6 L+₹4.2 L (12.4%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹41.7 L+₹8.2 L (24.6%)Admitted-Finance N A | NA | NA | 121004 | L4 | Admitted-Finance | |
| 5 | L5₹42.9 L+₹9.4 L (28.0%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Vipul Construction L4 | MAA SANTOSHI ENTERPRISES L10 | M/S Davinder Kumar L7 | Akhil Enterprises L2 | tomar and associates L8 | SURESH KUMAR SHARMA & CO L3 | yameen enterprises L9 | LAXMI GROUP L6 | RAMGARHIA CONSTRUCTION CO L5 | Gaurav India Corporations L1 | M/S SIMRAN CONSTRUCTION CO L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc 30cm deep and avaraging 15cm and getting out in soft/ loose soil, complete all as specified and as directed. | 455.59 | Sqm | 15 ₹6,833.85 | 220 ₹1,00,229.8 | 25 ₹11,389.75 | 17 ₹7,745.03 | 25 ₹11,389.75 | 30 ₹13,667.7 | 20 ₹9,111.8 | 20 ₹9,111.8 | 10 ₹4,555.9 Lowest | 20 ₹9,111.8 | 22 ₹10,022.98 |
| 2.00 | Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying cable etc. not exc 10 sqm on plan and not exc 1.5m in depth and getting out in hard dense soil, complete all as specified and as directed. | 130.46 | Cum | 149 ₹19,438.54 | 290 ₹37,833.4 | 165 ₹21,525.9 | 127 ₹16,568.42 | 145 ₹18,916.7 | 120 ₹15,655.2 | 200 ₹26,092 | 155 ₹20,221.3 | 150 ₹19,569 | 100 ₹13,046 Lowest | 112 ₹14,611.52 |
| 3.00 | Description all as per item No 2.00 above but in hard rock, complete all as specified and as directed. | 10 | Cum | 500 ₹5,000 | 390 ₹3,900 | 700 ₹7,000 | 147 ₹1,470 | 565 ₹5,650 | 260 ₹2,600 | 200 ₹2,000 | 535 ₹5,350 | 490 ₹4,900 | 250 ₹2,500 | 133 ₹1,330 Lowest |
| 4.00 | M & L for Plain Cement concrete (1:4:8) Type D2 using in foundations, filling and mass concrete, complete all as specified and as directed. | 9.44 | Cum | 3,800 ₹35,872 | 3,800 ₹35,872 | 4,800 ₹45,312 | 3,277 ₹30,934.88 | 3,700 ₹34,928 | 3,500 ₹33,040 | 2,000 ₹18,880 | 4,000 ₹37,760 | 4,000 ₹37,760 | 3,000 ₹28,320 | 1,999 ₹18,870.56 Lowest |
| 5.00 | M&L for TMT bar 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed. | 3,636.64 | Kg | 90 ₹3,27,297.6 | 99 ₹3,60,027.36 | 95 ₹3,45,480.8 | 87 ₹3,16,387.68 | 98 ₹3,56,390.72 | 85 ₹3,09,114.4 | 100 ₹3,63,664 | 95 ₹3,45,480.8 | 92 ₹3,34,570.88 | 75 ₹2,72,748 Lowest | 99 ₹3,60,027.36 |
| 6.00 | Description all as per item No 5.00, but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, complete all as specified and as directed. | 1,065.32 | Kg | 91 ₹96,944.12 | 99 ₹1,05,466.68 | 94 ₹1,00,140.08 | 87 ₹92,682.84 | 99 ₹1,05,466.68 | 85 ₹90,552.2 | 100 ₹1,06,532 | 96 ₹1,02,270.72 | 93 ₹99,074.76 | 75 ₹79,899 Lowest | 108 ₹1,15,054.56 |
| 7.00 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, for fair finished flat surface, complete all as specified and as directed. | 48.8 | Sqm | 275 ₹13,420 | 690 ₹33,672 | 320 ₹15,616 | 297 ₹14,493.6 | 350 ₹17,080 | 65 ₹3,172 | 350 ₹17,080 | 300 ₹14,640 | 305 ₹14,884 | 60 ₹2,928 Lowest | 233 ₹11,370.4 |
| 8.00 | RCC M-25 design mix (20mm graded aggregates) as in fdn, including raft, footing fdn beams plinth beams bases for columns, complete all as specified and as directed. Note : Structural details shall be provided by the Engr-in-Charge. | 10.14 | Cum | 7,200 ₹73,008 | 8,900 ₹90,246 | 7,350 ₹74,529 | 6,577 ₹66,690.78 | 6,900 ₹69,966 | 5,500 ₹55,770 | 9,500 ₹96,330 | 7,300 ₹74,022 | 6,900 ₹69,966 | 5,000 ₹50,700 Lowest | 6,999 ₹70,969.86 |
| 9.00 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions, complete all as specified and as directed. | 99 | Sqm | 285 ₹28,215 | 690 ₹68,310 | 320 ₹31,680 | 297 ₹29,403 | 350 ₹34,650 | 160 ₹15,840 | 350 ₹34,650 | 300 ₹29,700 | 305 ₹30,195 | 150 ₹14,850 Lowest | 233 ₹23,067 |
| 10.00 | RCC M-25 design mix (20mm graded aggregates) as in columns, pillars, piers, posts and struts etc, complete all as specified and as directed. Note : Structural details shall be provided by the Engr-in-Charge. | 8.91 | Cum | 7,000 ₹62,370 | 8,900 ₹79,299 | 7,200 ₹64,152 | 6,577 ₹58,601.07 | 7,100 ₹63,261 | 5,500 ₹49,005 | 9,500 ₹84,645 | 7,300 ₹65,043 | 7,250 ₹64,597.5 | 5,000 ₹44,550 Lowest | 7,777 ₹69,293.07 |
Tender Value
₹38.4 L
EMD Value
₹76,734
Closing Date
5 Oct 2026, 6:00 pmClosed
GE (East) Delhi Cantt-10
GE (East) Delhi Cantt-10
CONSTRUCTION OF BATHROOM (D/S) FOR BOYS AT DG NCC CAMP UNDER GE (EAST) DELHI CANTT-10
2026_MES_785068_2
GE/DE-149/2026-27
Open Tender
Civil Works
Item Rate
120 days
GE (East) Delhi Cantt-10
AS per NIT Documents
9 documents required · 9 mandatory
₹500
GE (East) Delhi Cantt-10
₹76,734
Yes
13 Oct 2026
22 Sept 2026
7 Oct 2026
22 Sept 2026
5 Oct 2026
29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exc 30cm deep and avaraging 15cm and getting out in soft/ loose soil, complete all as specified and as directed. | 455.59 | Sqm | 1.25 | ₹569.49 |
| 2 | Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying cable etc. not exc 10 sqm on plan and not exc 1.5m in depth and getting out in hard dense soil, complete all as specified and as directed. | 130.46 | Cum | - | - |
| 3 | Description all as per item No 2.00 above but in hard rock, complete all as specified and as directed. | 10 | Cum | 100 | ₹1,000 |
| 4 | M & L for Plain Cement concrete (1:4:8) Type D2 using in foundations, filling and mass concrete, complete all as specified and as directed. | 9.44 | Cum | 10 | ₹94.4 |
| 5 | M&L for TMT bar 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed. | 3,636.64 | Kg | 11 | ₹40,003.04 |
| 6 | Description all as per item No 5.00, but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, complete all as specified and as directed. | 1,065.32 | Kg | 10 | ₹10,653.2 |
| 7 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, for fair finished flat surface, complete all as specified and as directed. | 48.8 | Sqm | 22 | ₹1,073.6 |
| 8 | RCC M-25 design mix (20mm graded aggregates) as in fdn, including raft, footing fdn beams plinth beams bases for columns, complete all as specified and as directed. Note : Structural details shall be provided by the Engr-in-Charge. | 10.14 | Cum | - | - |
| 9 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions, complete all as specified and as directed. | 99 | Sqm | 1.25 | ₹123.75 |
| 10 | RCC M-25 design mix (20mm graded aggregates) as in columns, pillars, piers, posts and struts etc, complete all as specified and as directed. Note : Structural details shall be provided by the Engr-in-Charge. | 8.91 | Cum | - | - |
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