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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.9 LAccepted-AOC | ₹32.9 L Quoted ₹34.8 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹45.2 LRejected-Finance KUTUMB 143 40 VINAYAK NAGAR INDALPUR ROAD NAINI PRAYAGRAJ 211008 | PRAYAGRAJ | UTTAR PRADESH | 211008 | ₹45.2 L | L2 | Rejected-Finance Being L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected due to No (Slow progress) adverse remarks in WLR of HQ CELZ for QE Dec 2025 |
| Sl No | Description | Qty | Unit | creative construction co. L2 | AVIRAJ INFRATECH L1 |
|---|---|---|---|---|---|
| 1.00 | Demolition of Brick masonry in cement mortar including stonework and precast concrete articles all as directed by Engineer Incharge. | 107 | Cum | 500 ₹53,500 | 100 ₹10,700 |
| 2.00 | Excavating in trenches,in hard/dense soil 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 complete all as specified and directed. | 58 | Cum | 500 ₹29,000 | 115 ₹6,670 |
| 3.00 | Excavation in trenches exceeding 1.5m but not exceeding 3.00m deep and getting out in soft/loose soil complete all as specified and directed. | 10 | Cum | 400 ₹4,000 | 115 ₹1,150 |
| 4.00 | Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm each complete all as specified and directed. | 34 | Cum | 100 ₹3,400 | 150 ₹5,100 |
| 5.00 | Removal of surplus excavated soil to a distance exceeding 250m and not exceeding 500m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. | 34 | Cum | 400 ₹13,600 | 100 ₹3,400 |
| 6.00 | M&L PCC 1:4:8 Type D2 using 40mm graded stone aggregate in foundation, fillings and mass concrete complete all as specified and as directed. | 3 | Cum | 5,000 ₹15,000 | 3,600 ₹10,800 |
| 7.00 | M&L for Brick work with subclass 'B' bricks straight or curved on plan exc. 6 m mean radius built in CM (1:4) complete all as specified and as directed. | 57 | Cum | 4,000 ₹2,28,000 | 3,800 ₹2,16,600 |
| 8.00 | M & L for Brick work with old retrieved bricks straight or curved on plan exc 6 m mean radius built in CM (1:4) complete all as specified and as directed.
Note:- Old serviceable bricks obtained from demolition shall be reused after proper cleaning under this item. | 58 | Cum | 1,000 ₹58,000 | 1,400 ₹81,200 |
| 9.00 | M & L 10 mm thick rendering on fair faces of brick wall in CM (1:4) surface finished, fair and even surface complete all as specified and as directed. | 1,850 | Sqm | 190 ₹3,51,500 | 130 ₹2,40,500 |
| 10.00 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle shall be paid separately) | 250 | RM | 300 ₹75,000 | 500 ₹1,25,000 |
Updated dates
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
28 Apr 2026, 6:00 pmClosed
Karan R Naik, IDSE
Garrison Engineer (East) Prayagraj, Stanley Road, Teliyarganj, Prayagraj
PREVENTIVE MAINT OF DRAINS, COMPOUND WALL, FENCING AND MISC B/R ASSTS IN OFFR MD ACCN, SARASWATI, GANGA AND YAMUNA VIHAR IN OLD CANTT, PRAYAGRAJ
2026_MES_758361_1
8864/E8
Open Tender
Civil Works
180 days
Prayagraj
As Per NIT
7 documents required · 7 mandatory
₹500
GE (East) Prayagraj
₹84,000
Yes
24 Jun 2026
28 Mar 2026
4 May 2026
28 Mar 2026
28 Apr 2026
13 Apr 2026
28 Mar 2026 - 4 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Demolition of Brick masonry in cement mortar including stonework and precast concrete articles all as directed by Engineer Incharge. | - | Cum | - | - | |
Excavating in trenches,in hard/dense soil 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 complete all as specified and directed. | - | Cum | - | - | |
Excavation in trenches exceeding 1.5m but not exceeding 3.00m deep and getting out in soft/loose soil complete all as specified and directed. | - | Cum | - | - | |
Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm each complete all as specified and directed. | - | Cum | - | - | |
Removal of surplus excavated soil to a distance exceeding 250m and not exceeding 500m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. | - | Cum | - | - | |
M&L PCC 1:4:8 Type D2 using 40mm graded stone aggregate in foundation, fillings and mass concrete complete all as specified and as directed. | - | Cum | - | - | |
M&L for Brick work with subclass 'B' bricks straight or curved on plan exc. 6 m mean radius built in CM (1:4) complete all as specified and as directed. | - | Cum | - | - | |
M & L for Brick work with old retrieved bricks straight or curved on plan exc 6 m mean radius built in CM (1:4) complete all as specified and as directed.
Note:- Old serviceable bricks obtained from demolition shall be reused after proper cleaning under this item. | - | Cum | - | - | |
M & L 10 mm thick rendering on fair faces of brick wall in CM (1:4) surface finished, fair and even surface complete all as specified and as directed. | - | Sqm | - | - | |
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle shall be paid separately) | - | RM | - | - |
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