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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAdmitted-Finance 34 KAISER GANJ MANDI DIST MEERUT UP 250002 | MEERUT | UTTAR PRADESH | 250002 | L1 | Admitted-Finance | |
| 2 | L2₹12.7 L+₹1.7 L (15.7%)Admitted-Finance PLOT NO 46 SECTOR PH I 03 GREATER NOIDA UP 201306 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201306 | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical Uploaded DD on portal and hard copy as submitted by firm is different. |
| Sl No | Description | Qty | Unit | Manglam Engineers and Construction Co L1 | Shri Kanchan Engineers L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth & getting out in soft soil complete all as specified and directed. | 20 | Cum | 290 ₹5,800 Lowest | 320 ₹6,400 |
| 2.00 | Surface excavationn exc (not exceeding) 30cm deep and avergeging 15cm deep and getting out in soft loose soil complete all as specified and directed. | 60 | Sqm | 25 ₹1,500 | 20 ₹1,200 Lowest |
| 3.00 | M&L PCC 1:4:8, type D-2 (using 40mm graded stone aggregate) as in foundations, fillings and Mass concrete complete all as specified and directed. | 7.25 | Cum | 3,489.93 ₹25,301.99 Lowest | 3,990 ₹28,927.5 |
| 4.00 | M&L for Brickwork with fly ash old size bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed. | 24 | Cum | 6,890 ₹1,65,360 | 6,490 ₹1,55,760 Lowest |
| 5.00 | M&L RCC design mix M-25 (using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 4 | Cum | 7,200 ₹28,800 Lowest | 7,990 ₹31,960 |
| 6.00 | M&L RCC design mix M-25 (using 20mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 1 | Cum | 7,200 ₹7,200 Lowest | 7,990 ₹7,990 |
| 7.00 | Use & waste formwork for rough finished surfaces to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beam and similar work; vertical or to batter complete all as specified and directed. | 27 | Sqm | 395 ₹10,665 Lowest | 450 ₹12,150 |
| 8.00 | Use & waste formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide complete all as specified and directed. | 9 | Sqm | 395 ₹3,555 Lowest | 450 ₹4,050 |
| 9.00 | S&F of Reinforcement TMT Steel bars of grade Fe-500/Fe-500 D of 10mm dia and over, cut to length, bent to shape required, incl 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 clip complete all as specified and directed. | 300 | Kg | 90 ₹27,000 Lowest | 95 ₹28,500 |
| 10.00 | S&F of Reinforcement TMT Steel bars of grade Fe-500/Fe-500 D of 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, incl 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 clip complete all as specified and directed. | 100 | Kg | 92 ₹9,200 Lowest | 97 ₹9,700 |
Tender Value
₹9.6 L
EMD Value
₹19,250
Closing Date
14 Sept 2026, 6:00 pmClosed
HQ CWE Meerut
29J The Mall Road Meerut Cantt Uttar Pradesh 250001
PROVN OF MODERN UTILITY WALL DECORATIVE AND ARCHITECTURAL WORK AT SARADHANA ROAD UNDER GE (NORTH) MEERUT CANTT
2026_MES_783675_1
94404/MRT/2026-27/E8
Open Tender
Civil Works
Item Rate
120 days
MEERUT CANTT
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE (NORTH) MEERUT
₹19,250
Yes
14 Oct 2026
10 Aug 2026
21 Sept 2026
10 Aug 2026
14 Sept 2026
25 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth & getting out in soft soil complete all as specified and directed. | 20 | Cum | - | - |
| 2 | Surface excavationn exc (not exceeding) 30cm deep and avergeging 15cm deep and getting out in soft loose soil complete all as specified and directed. | 60 | Sqm | - | - |
| 3 | M&L PCC 1:4:8, type D-2 (using 40mm graded stone aggregate) as in foundations, fillings and Mass concrete complete all as specified and directed. | 7.25 | Cum | - | - |
| 4 | M&L for Brickwork with fly ash old size bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed. | 24 | Cum | - | - |
| 5 | M&L RCC design mix M-25 (using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 4 | Cum | - | - |
| 6 | M&L RCC design mix M-25 (using 20mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 1 | Cum | - | - |
| 7 | Use & waste formwork for rough finished surfaces to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beam and similar work; vertical or to batter complete all as specified and directed. | 27 | Sqm | - | - |
| 8 | Use & waste formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide complete all as specified and directed. | 9 | Sqm | - | - |
| 9 | S&F of Reinforcement TMT Steel bars of grade Fe-500/Fe-500 D of 10mm dia and over, cut to length, bent to shape required, incl 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 clip complete all as specified and directed. | 300 | Kg | - | - |
| 10 | S&F of Reinforcement TMT Steel bars of grade Fe-500/Fe-500 D of 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, incl 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 clip complete all as specified and directed. | 100 | Kg | - | - |
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