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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.2 LAdmitted-Finance 25 1 SIMRA P O KIDWAI NAGAR KANPUR UP 208011 | KANPUR | KANPUR | UP | 208011 | L1 | Admitted-Finance | |
| 2 | L2₹50.0 L+₹1.8 L (3.78%)Admitted-Finance C 410 PRAGYA LANE SHYAM NAGAR KANPUR 208013 | KANPUR | KANPUR | UTTAR PRADESH | 208013 | L2 | Admitted-Finance | |
| 3 | L3₹51.3 L+₹3.1 L (6.41%)Admitted-Finance SHOP NO 106 1ST FLOOR ASHOKA SHOPPING CENTRE LT ROAD MUMBAI 400001 | MUMBAI | MUMBAI | MAHARASHTRA | 400001 | L3 | Admitted-Finance | |
| 4 | L4₹52.0 L+₹3.8 L (7.95%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹54.3 L+₹6.1 L (12.6%)Admitted-Finance 329 COD COLONY KOYLA NAGAR PO KIDWAI NAGAR KANPUR 208011 | KANPUR | KANPUR | UTTAR PRADESH | 208011 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DEO Traders L5 | U.R ASSOCIATES L1 | The Real Contractors L2 | M/S UNIQUE ENTERPRISES L4 | ASIA BUILDER L7 | FATEHPUR CONSTRUCTION COMPANY L6 | M/S BASANT CONSTRUCTION COMPANY L8 | pk enterprises L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. 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. | 235.4 | Cum | 350 ₹82,390 | 200 ₹47,080 Lowest | 500 ₹1,17,700 | 255 ₹60,027 | 300 ₹70,620 | 290 ₹68,266 | 350 ₹82,390 | 250 ₹58,850 |
| 2.00 | M&L for Cement concrete (1:3:6) (using 40 mm graded stone aggregate) type C2 as in foundations, filling and mass concrete complete all as specified and directed. | 24.2 | Cum | 2,500 ₹60,500 Lowest | 4,950 ₹1,19,790 | 5,500 ₹1,33,100 | 5,950 ₹1,43,990 | 5,400 ₹1,30,680 | 5,500 ₹1,33,100 | 6,000 ₹1,45,200 | 5,000 ₹1,21,000 |
| 3.00 | M&L for RCC M-25 Design Mix using (using 20mm graded stone aggregate) as in foundations footing, plinth beams, bases for columns and basement slab, under reamed piles and mass concrete complete all as specified and directed. | 51.1 | Cum | 8,500 ₹4,34,350 | 6,900 ₹3,52,590 Lowest | 8,000 ₹4,08,800 | 8,100 ₹4,13,910 | 7,500 ₹3,83,250 | 7,450 ₹3,80,695 | 8,000 ₹4,08,800 | 8,000 ₹4,08,800 |
| 4.00 | Use & waste of 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 for rough finished flat surfaces of concrete complete all as specified and directed. | 339.8 | Sqm | 300 ₹1,01,940 | 250 ₹84,950 | 250 ₹84,950 | 100 ₹33,980 Lowest | 320 ₹1,08,736 | 320 ₹1,08,736 | 180 ₹61,164 | 100 ₹33,980 Lowest |
| 5.00 | Returning/filling in layers and ramming in layers using excavated soil incl sprading, levelling, well ramming in layers not less than 25cm thick in hard/dense soil complete all as specified and directed. | 141.1 | Cum | 200 ₹28,220 | 50 ₹7,055 | 100 ₹14,110 | 100 ₹14,110 | 45 ₹6,349.5 | 43 ₹6,067.3 Lowest | 180 ₹25,398 | 100 ₹14,110 |
| 6.00 | M&L for RCC M-25 Design Mix using (using 20mm graded stone aggregate) as in columns, pillars, posts & struts complete all as specified and directed. | 56.1 | Cum | 6,000 ₹3,36,600 Lowest | 6,900 ₹3,87,090 | 8,000 ₹4,48,800 | 8,050 ₹4,51,605 | 7,900 ₹4,43,190 | 8,000 ₹4,48,800 | 8,000 ₹4,48,800 | 8,000 ₹4,48,800 |
| 7.00 | Use & waste of formwork to sides of pilars,posts, struts, piers, columns and stanchions, rough finished square, rectangular or polygonal surfaces of concrete complete all as specified and directed. | 785.8 | Sqm | 300 ₹2,35,740 | 250 ₹1,96,450 | 250 ₹1,96,450 | 100 ₹78,580 Lowest | 400 ₹3,14,320 | 410 ₹3,22,178 | 180 ₹1,41,444 | 100 ₹78,580 Lowest |
| 8.00 | M&L Reinforced cement concrete M-25 (Design mix) (using 20mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span etc complete all as specified and directed. | 19.5 | Cum | 8,400 ₹1,63,800 | 6,900 ₹1,34,550 Lowest | 8,000 ₹1,56,000 | 8,000 ₹1,56,000 | 8,000 ₹1,56,000 | 7,800 ₹1,52,100 | 7,800 ₹1,52,100 | 8,000 ₹1,56,000 |
| 9.00 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings,lintels, etc. for rough finished surface of concrete flat complete all as specified and directed. | 147 | Sqm | 2,000 ₹2,94,000 | 250 ₹36,750 | 250 ₹36,750 | 120 ₹17,640 | 440 ₹64,680 | 400 ₹58,800 | 180 ₹26,460 | 100 ₹14,700 Lowest |
| 10.00 | M&L for TMT bars 10mm dia & over cut to length bent to shape required including cranking bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed | 8,728.1 | Kg | 90 ₹7,85,529 Lowest | 106 ₹9,25,178.6 | 90 ₹7,85,529 Lowest | 110 ₹9,60,091 | 129 ₹11,25,924.9 | 120 ₹10,47,372 | 180 ₹15,71,058 | 110 ₹9,60,091 |
Tender Value
₹43.9 L
EMD Value
₹87,700
Closing Date
30 Jun 2026, 6:00 pmClosed
Lt Col, Vikramjeet Singh Reen
GE I Kanpur Cariappa Road Cantt Kanpur 208004
SPL REPAIR OF PERIMETER WALL OF ARMY PUBLIC SCHOOL (PRE PRIMARY AND PRIMARY WING) AT KANPUR CANTT UNDER GE (I) KANPUR
2026_MES_770783_1
GE(I)/KAN/T-19 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
KANPUR
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE(I) KANPUR
₹87,700
Yes
31 Jul 2026
9 Jun 2026
7 Jul 2026
9 Jun 2026
30 Jun 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. 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. | 235.4 | Cum | - | - |
| 2 | M&L for Cement concrete (1:3:6) (using 40 mm graded stone aggregate) type C2 as in foundations, filling and mass concrete complete all as specified and directed. | 24.2 | Cum | 2 | ₹48.4 |
| 3 | M&L for RCC M-25 Design Mix using (using 20mm graded stone aggregate) as in foundations footing, plinth beams, bases for columns and basement slab, under reamed piles and mass concrete complete all as specified and directed. | 51.1 | Cum | 3 | ₹153.3 |
| 4 | Use & waste of 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 for rough finished flat surfaces of concrete complete all as specified and directed. | 339.8 | Sqm | 4 | ₹1,359.2 |
| 5 | Returning/filling in layers and ramming in layers using excavated soil incl sprading, levelling, well ramming in layers not less than 25cm thick in hard/dense soil complete all as specified and directed. | 141.1 | Cum | 5 | ₹705.5 |
| 6 | M&L for RCC M-25 Design Mix using (using 20mm graded stone aggregate) as in columns, pillars, posts & struts complete all as specified and directed. | 56.1 | Cum | 7 | ₹392.7 |
| 7 | Use & waste of formwork to sides of pilars,posts, struts, piers, columns and stanchions, rough finished square, rectangular or polygonal surfaces of concrete complete all as specified and directed. | 785.8 | Sqm | 8 | ₹6,286.4 |
| 8 | M&L Reinforced cement concrete M-25 (Design mix) (using 20mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span etc complete all as specified and directed. | 19.5 | Cum | 9 | ₹175.5 |
| 9 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings,lintels, etc. for rough finished surface of concrete flat complete all as specified and directed. | 147 | Sqm | 10 | ₹1,470 |
| 10 | M&L for TMT bars 10mm dia & over cut to length bent to shape required including cranking bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed | 8,728.1 | Kg | 11 | ₹96,009.1 |
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