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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹48.2 L+₹9.7 L (25.2%)Admitted-Finance A 1 BLOCK 2 HATHITHAN HATHITHAN VILLAGE TOWN JALALNAGAR CITY SHAHJAHANPUR SHAHJAHANPUR UTTAR PRADESH 242001 INDIA | SHAHJAHANPUR | UTTAR PRADESH | 242001 | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S WASEEM KHAN CONTRACTOR L2 | Shree Ram Construtions L1 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation n exc 30 cm and averaging 15 cm and getting out in soft/loose soil complete all as specified and directed. | 60 | Sqm | 120 ₹7,200 Lowest | 120 ₹7,200 Lowest |
| 2.00 | 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. | 42 | Cum | 120 ₹5,040 Lowest | 120 ₹5,040 Lowest |
| 3.00 | 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 exc 1.5 m but n.exc 3.0 m in depth and getting out in soft/loose soil complete all as specified and directed. | 12.67 | Cum | 100 ₹1,267 Lowest | 120 ₹1,520.4 |
| 4.00 | Returning fillng in , including spreading , levelling , watering and well ramming in layers not exc 25cm complete all as specified and directed. | 50 | Cum | 90 ₹4,500 Lowest | 100 ₹5,000 |
| 5.00 | Removing excavated material n exc 50m and depositing where directed at a level n exc 1.50M above the starting point complete all as specified and directed. | 32 | Cum | 90 ₹2,880 Lowest | 200 ₹6,400 |
| 6.00 | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in fdn, floors etc complete all as specified and directed. | 11 | Cum | 3,500 ₹38,500 Lowest | 4,000 ₹44,000 |
| 7.00 | M&L for RCC M-25 (Design Mix) (using 20mm graded stone aggregate) as in foundation footing, Plinth, lintel / roof beam complete all as specified and directed. | 9 | Cum | 7,000 ₹63,000 Lowest | 8,000 ₹72,000 |
| 8.00 | M&L for RCC M-25 (Design Mix) (using 20mm graded stone aggregate) Columns, pillars, piers, posts and struts complete all as specified and directed. | 11.5 | Cum | 7,000 ₹80,500 Lowest | 7,500 ₹86,250 |
| 9.00 | M&L for RCC M-25 (Design Mix) (using 20mm graded stone aggregate) as in slabs supported on walls, beams and column in floors, roofs, landings, deck slabs complete all as specified and directed. | 12.5 | Cum | 7,000 ₹87,500 Lowest | 8,000 ₹1,00,000 |
| 10.00 | M&L for 10 mm dia TMT Bar 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 0.9 mm dia complete all as specified and directed. . | 1,650 | Kg | 100 ₹1,65,000 | 90 ₹1,48,500 Lowest |
Tender Value
₹39.0 L
EMD Value
₹78,100
Closing Date
22 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE (EAST) BAREILLY
GE (EAST) BAREILLY, NEAR SHAHJAHANPUR ROAD BAREILLY
8539/E8 PROVN OF SECURITY LIGHT FROM KSP PUMP HOUSE, 01 X ADM TECHNICAL STORE WITH WASHROOM, TOILET BLOCK OF 167 INF BDE CAMP, SECURITY FENCING AT DENTAL SECTION AT SAHAJAHANPUR CANTT UNDER GE (EAST) BAREILLY
2026_MES_778374_2
8539/E8
Open Tender
Civil Works
Item Rate
180 days
GE (EAST) BAREILLY
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
GE (EAST) BAREILLY
₹78,100
Yes
13 Oct 2026
27 Aug 2026
29 Sept 2026
27 Aug 2026
22 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n exc 30 cm and averaging 15 cm and getting out in soft/loose soil complete all as specified and directed. | 60 | Sqm | - | - |
| 2 | 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. | 42 | Cum | - | - |
| 3 | 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 exc 1.5 m but n.exc 3.0 m in depth and getting out in soft/loose soil complete all as specified and directed. | 12.67 | Cum | - | - |
| 4 | Returning fillng in , including spreading , levelling , watering and well ramming in layers not exc 25cm complete all as specified and directed. | 50 | Cum | - | - |
| 5 | Removing excavated material n exc 50m and depositing where directed at a level n exc 1.50M above the starting point complete all as specified and directed. | 32 | Cum | - | - |
| 6 | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in fdn, floors etc complete all as specified and directed. | 11 | Cum | - | - |
| 7 | M&L for RCC M-25 (Design Mix) (using 20mm graded stone aggregate) as in foundation footing, Plinth, lintel / roof beam complete all as specified and directed. | 9 | Cum | - | - |
| 8 | M&L for RCC M-25 (Design Mix) (using 20mm graded stone aggregate) Columns, pillars, piers, posts and struts complete all as specified and directed. | 11.5 | Cum | - | - |
| 9 | M&L for RCC M-25 (Design Mix) (using 20mm graded stone aggregate) as in slabs supported on walls, beams and column in floors, roofs, landings, deck slabs complete all as specified and directed. | 12.5 | Cum | - | - |
| 10 | M&L for 10 mm dia TMT Bar 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 0.9 mm dia complete all as specified and directed. . | 1,650 | Kg | - | - |
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