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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.3 LAdmitted-Finance HOUSE NO 39 KRISHNA VIHAR OPPOSITE KV AIR FORCE MANAURI DISTT PRAYAGRAJ UP 212208 | PRAYAGRAJ | UTTAR PRADESH | 212208 | L1 | Admitted-Finance | |
| 2 | L2₹47.6 L+₹2.3 L (4.99%)Admitted-Finance 41B 1H JAYANTIPUR PREETAM NAGAR ALLAHABAD | L2 | Admitted-Finance | |
| 3 | L3₹49.2 L+₹3.9 L (8.56%)Admitted-Finance 83 5M 1 SHIV GANGA PURAM YADAVPUR ROAD UMARPUR NEEWAN PRAYAGRAJ 211011 | PRAYAGRAJ | UTTAR PRADESH | 211011 | L3 | Admitted-Finance | |
| 4 | L4₹49.4 L+₹4.1 L (9.07%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹53.2 L+₹7.8 L (17.3%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | chauhan construction L3 | Bharat Trading Company L2 | M/S VIJAY SINGH L8 | Ambrish Builders L7 | HIMANSHU TRADERS L4 | AMRESH TRADERS L1 | bharat construction L6 | M/S A M ENTERPRISES L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. 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 by Engr-In-Charge. | 55 | Cum | 209 ₹11,495 | 175 ₹9,625 | 250 ₹13,750 | 250 ₹13,750 | 500 ₹27,500 | 150 ₹8,250 Lowest | 560 ₹30,800 | 550 ₹30,250 |
| 2.00 | Excavating over areas, in shoft loose soil n exc 1.5 m deep and getting out in loose soil complete as specified and directed. | 67.5 | Cum | 209 ₹14,107.5 | 185 ₹12,487.5 | 225 ₹15,187.5 | 225 ₹15,187.5 | 500 ₹33,750 | 150 ₹10,125 Lowest | 600 ₹40,500 | 550 ₹37,125 |
| 3.00 | Returning , filling , including spreading , levelling, watering and well ramming in layers not exc 25cm all as specified and directed | 74 | Cum | 99 ₹7,326 | 45 ₹3,330 Lowest | 85 ₹6,290 | 85 ₹6,290 | 200 ₹14,800 | 75 ₹5,550 | 210 ₹15,540 | 200 ₹14,800 |
| 4.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point as directed by Engr-in-Charge | 19 | Cum | 119 ₹2,261 | 105 ₹1,995 Lowest | 125 ₹2,375 | 125 ₹2,375 | 350 ₹6,650 | 150 ₹2,850 | 360 ₹6,840 | 350 ₹6,650 |
| 5.00 | Removing excavated material exc. 50m but n. exc 250 mtr and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 33 | Cum | 300 ₹9,900 | 255 ₹8,415 | 350 ₹11,550 | 350 ₹11,550 | 500 ₹16,500 | 185 ₹6,105 Lowest | 500 ₹16,500 | 500 ₹16,500 |
| 6.00 | M&L for Cement concrete 1:4:8 type D2 using 40mm graded aggregate as in foundations, filling mass concrete complete | 10 | Cum | 3,999 ₹39,990 Lowest | 4,600 ₹46,000 | 4,900 ₹49,000 | 4,900 ₹49,000 | 6,500 ₹65,000 | 4,500 ₹45,000 | 7,500 ₹75,000 | 7,000 ₹70,000 |
| 7.00 | M&L for RCC M-25 Design Mix using 20mm graded aggregate as in Foundations, including rafts, footings, foundation beams, plinth complete all as specified and directed by Engr-In-Charge. | 11.76 | Cum | 6,009 ₹70,665.84 Lowest | 7,200 ₹84,672 | 7,550 ₹88,788 | 7,550 ₹88,788 | 8,000 ₹94,080 | 6,500 ₹76,440 | 9,000 ₹1,05,840 | 9,000 ₹1,05,840 |
| 8.00 | M&L for RCC M-25 Design Mix using 20mm graded aggregate as in lintel, beams plinth beam complete all as specified and directed by Engr-In-Charge. | 28.5 | Cum | 4,433 ₹1,26,340.5 Lowest | 7,150 ₹2,03,775 | 7,500 ₹2,13,750 | 7,500 ₹2,13,750 | 8,000 ₹2,28,000 | 7,400 ₹2,10,900 | 10,000 ₹2,85,000 | 9,000 ₹2,56,500 |
| 9.00 | M&L for RCC M-25 Design Mix using 20mm graded aggregate as in Columns complete all as specified and directed by Engr-In-Charge. | 12 | Cum | 6,790 ₹81,480 Lowest | 7,150 ₹85,800 | 7,500 ₹90,000 | 7,500 ₹90,000 | 8,000 ₹96,000 | 7,200 ₹86,400 | 9,500 ₹1,14,000 | 9,000 ₹1,08,000 |
| 10.00 | M&L for RCC M-25 Design Mix using 20mm graded aggregate as in supported slabs/shelves etc complete all as specified and directed by Engr-In-Charge. | 29 | Cum | 8,900 ₹2,58,100 | 7,175 ₹2,08,075 | 7,500 ₹2,17,500 | 7,500 ₹2,17,500 | 7,500 ₹2,17,500 | 6,700 ₹1,94,300 Lowest | 8,000 ₹2,32,000 | 8,000 ₹2,32,000 |
Tender Value
₹45.0 L
EMD Value
₹90,000
Closing Date
3 Sept 2026, 6:00 pmClosed
AGE (I) AF Manauri
AGE (I) AF Manauri
8000/60
2026_MES_777329_2
8000/60/E8
Open Tender
Civil Works
Item Rate
270 days
Manauri Prayagraj
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
AGE (I) AF MANAURI
₹90,000
Yes
12 Sept 2026
20 Aug 2026
5 Sept 2026
20 Aug 2026
3 Sept 2026
27 Aug 2026
20 Aug 2026 - 21 Aug 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. or for shafts, wells, cesspits, manholes, pier holes, etc. 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 by Engr-In-Charge. | 55 | Cum | - | - |
| 2 | Excavating over areas, in shoft loose soil n exc 1.5 m deep and getting out in loose soil complete as specified and directed. | 67.5 | Cum | - | - |
| 3 | Returning , filling , including spreading , levelling, watering and well ramming in layers not exc 25cm all as specified and directed | 74 | Cum | - | - |
| 4 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point as directed by Engr-in-Charge | 19 | Cum | - | - |
| 5 | Removing excavated material exc. 50m but n. exc 250 mtr and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 33 | Cum | - | - |
| 6 | M&L for Cement concrete 1:4:8 type D2 using 40mm graded aggregate as in foundations, filling mass concrete complete | 10 | Cum | - | - |
| 7 | M&L for RCC M-25 Design Mix using 20mm graded aggregate as in Foundations, including rafts, footings, foundation beams, plinth complete all as specified and directed by Engr-In-Charge. | 11.76 | Cum | - | - |
| 8 | M&L for RCC M-25 Design Mix using 20mm graded aggregate as in lintel, beams plinth beam complete all as specified and directed by Engr-In-Charge. | 28.5 | Cum | - | - |
| 9 | M&L for RCC M-25 Design Mix using 20mm graded aggregate as in Columns complete all as specified and directed by Engr-In-Charge. | 12 | Cum | - | - |
| 10 | M&L for RCC M-25 Design Mix using 20mm graded aggregate as in supported slabs/shelves etc complete all as specified and directed by Engr-In-Charge. | 29 | Cum | - | - |
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