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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAdmitted-Finance HOUSE NO 02B 2266 SHIVAJI NAGAR DELHI ROAD SAHARANPUR UTTAR PRADESH 247001 | SAHARANPUR | UTTAR PRADESH | 247001 | L1 | Admitted-Finance | |
| 2 | L2₹30 L+₹11.8 L (65.0%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | S C BUILDERS L1 | GIAN BUILDERS L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc.1.5 m wide and not exc.1.5 m in depth for foundation or for shafts, walls, manholes etc not exc.10 Sqm on plan and getting out in soft/loose soil omplete all as specified and directed. | 79.44 | Cum | 138 ₹10,962.72 Lowest | 500 ₹39,720 |
| 2.00 | Removal of excavated soil to a distance not exc. 50 m and depositing where directed at a level not exc. 1.5 mtr above the starting point, omplete all as specified and directed. | 62 | Cum | 55 ₹3,410 Lowest | 250 ₹15,500 |
| 3.00 | Returning,filling in, including spreading, levelling watering and well ramming in layers n.exc 25 cm in hard/dense soil omplete all as specified and directed. | 24 | Cum | 65 ₹1,560 Lowest | 250 ₹6,000 |
| 4.00 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete omplete all as specified and directed. | 6 | Cum | 2,900 ₹17,400 Lowest | 4,000 ₹24,000 |
| 5.00 | M & L for reinforced cement concrete (M-25 mix) type B-1 1:2:4 (20mm graded stone aggregate) foundations, including rafts, footings, foundation beams, plinth beams; bases for columns and slabs etc. and mass concrete etc omplete all as specified and directed. | 36.5 | Cum | 4,200 ₹1,53,300 Lowest | 7,000 ₹2,55,500 |
| 6.00 | M & L for formwork to concrete of slabs , columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter and omplete all as specified and directed. | 240 | Sqm | 170 ₹40,800 Lowest | 250 ₹60,000 |
| 7.00 | M & L for TMT bars 10mm dia and over, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with the mild steel wire (annealed) not less than 0.9mm dia or securing with clips and omplete all as specified and directed. | 8,560 | Kg | 60 ₹5,13,600 Lowest | 90 ₹7,70,400 |
| 8.00 | All as per item No 07 above but 6 to 8 mm dia and over and including in stirrups, spacers and binders. | 2,450 | Kg | 45.8 ₹1,12,210 Lowest | 90 ₹2,20,500 |
| 9.00 | M&L for Brickwork with subclass 'B' bricks (old size bricks), straight or curved on plan exc 6m mean radius, built in CM 1:6 omplete all as specified and directed. | 44 | Cum | 2,600 ₹1,14,400 Lowest | 5,800 ₹2,55,200 |
| 10.00 | M&L for Rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:6 and finishing the surface fair and even incl taking down cement plaster on brick or stone wall etc including racking out joints, hacking for key, scrubbing down with water etc omplete all as specified and directed. | 520 | Sqm | 115 ₹59,800 Lowest | 160 ₹83,200 |
Tender Value
₹29.1 L
EMD Value
₹58,200
Closing Date
29 May 2026, 6:00 pmClosed
GE (AF) FARIDABAD
GE (AF) FARIDABAD
PROVN OF CHANGING ROOM IN TECH AREA AT AF STN MCC BASANT NAGAR AND ADDN/ALTN TO GERT BLDG AT AIR FORCE STN CHANDINAGAR UNDER AOR OF GE (AF) FARIDABAD
2026_MES_764295_1
GE (FBD)/AF-T-100/2025-2026
Open Tender
Civil Works
Item Rate
180 days
Delhi
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) FARIDABAD
₹58,200
Yes
20 Jul 2026
8 May 2026
1 Jun 2026
8 May 2026
29 May 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exc.1.5 m wide and not exc.1.5 m in depth for foundation or for shafts, walls, manholes etc not exc.10 Sqm on plan and getting out in soft/loose soil omplete all as specified and directed. | 79.44 | Cum | - | - |
| 2 | Removal of excavated soil to a distance not exc. 50 m and depositing where directed at a level not exc. 1.5 mtr above the starting point, omplete all as specified and directed. | 62 | Cum | - | - |
| 3 | Returning,filling in, including spreading, levelling watering and well ramming in layers n.exc 25 cm in hard/dense soil omplete all as specified and directed. | 24 | Cum | - | - |
| 4 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete omplete all as specified and directed. | 6 | Cum | - | - |
| 5 | M & L for reinforced cement concrete (M-25 mix) type B-1 1:2:4 (20mm graded stone aggregate) foundations, including rafts, footings, foundation beams, plinth beams; bases for columns and slabs etc. and mass concrete etc omplete all as specified and directed. | 36.5 | Cum | - | - |
| 6 | M & L for formwork to concrete of slabs , columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter and omplete all as specified and directed. | 240 | Sqm | - | - |
| 7 | M & L for TMT bars 10mm dia and over, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with the mild steel wire (annealed) not less than 0.9mm dia or securing with clips and omplete all as specified and directed. | 8,560 | Kg | - | - |
| 8 | All as per item No 07 above but 6 to 8 mm dia and over and including in stirrups, spacers and binders. | 2,450 | Kg | - | - |
| 9 | M&L for Brickwork with subclass 'B' bricks (old size bricks), straight or curved on plan exc 6m mean radius, built in CM 1:6 omplete all as specified and directed. | 44 | Cum | - | - |
| 10 | M&L for Rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:6 and finishing the surface fair and even incl taking down cement plaster on brick or stone wall etc including racking out joints, hacking for key, scrubbing down with water etc omplete all as specified and directed. | 520 | Sqm | - | - |
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