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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.7 LAdmitted-Finance B 76 LALGHATI VIJAY NAGAR DISTRICT BHOPAL M P 461001 | BHOPAL | BHOPAL | MADHYA PRADESH | 461001 | L1 | Admitted-Finance | |
| 2 | L2₹44.5 L+₹1.9 L (4.37%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹45.9 L+₹3.2 L (7.61%)Admitted-Finance 2ND 6 KEDIA HOUSE MA ROAD BYELANE 1 REHABARI GUWAHATI ASSAM 781008 | KAMRUP METRO | ASSAM | 781008 | L3 | Admitted-Finance | |
| 4 | L4₹46.8 L+₹4.1 L (9.60%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹49.4 L+₹6.8 L (15.9%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | chauhan construction L9 | HIMANSHU TRADERS L5 | M/S ANKIT ENTERPRISES L2 | M/S V K MEHROTRA L10 | M/S VIJAY SINGH L11 | Krishna Enterprises L7 | m/s neeraj kumar shukla L8 | M/S RS CONSTRUCTION COMPANY L1 | OASIS CONTRACTORS BUILDERS & SUPPLIERS L4 | Aditi Construction Company L3 | MAYANK ENTERPRISES L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 200 ₹11,000 | 500 ₹27,500 | 150 ₹8,250 Lowest | 209 ₹11,495 | 250 ₹13,750 | 209 ₹11,495 | 1,000 ₹55,000 | 150 ₹8,250 Lowest | 200 ₹11,000 | 155 ₹8,525 | 199 ₹10,945 |
| 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 | 200 ₹13,500 | 500 ₹33,750 | 150 ₹10,125 | 209 ₹14,107.5 | 225 ₹15,187.5 | 210 ₹14,175 | 1,000 ₹67,500 | 145 ₹9,787.5 Lowest | 150 ₹10,125 | 155 ₹10,462.5 | 199 ₹13,432.5 |
| 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 | 200 ₹14,800 | 75 ₹5,550 | 99 ₹7,326 | 85 ₹6,290 | 100 ₹7,400 | 1,000 ₹74,000 | 75 ₹5,550 | 80 ₹5,920 | 70 ₹5,180 Lowest | 89 ₹6,586 |
| 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 | 100 ₹1,900 Lowest | 350 ₹6,650 | 150 ₹2,850 | 300 ₹5,700 | 125 ₹2,375 | 100 ₹1,900 Lowest | 200 ₹3,800 | 160 ₹3,040 | 155 ₹2,945 | 155 ₹2,945 | 109 ₹2,071 |
| 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 | 330 ₹10,890 | 500 ₹16,500 | 185 ₹6,105 | 3,999 ₹1,31,967 | 350 ₹11,550 | 300 ₹9,900 | 400 ₹13,200 | 185 ₹6,105 | 190 ₹6,270 | 180 ₹5,940 Lowest | 290 ₹9,570 |
| 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 | 4,600 ₹46,000 | 6,500 ₹65,000 | 4,500 ₹45,000 | 6,000 ₹60,000 | 4,900 ₹49,000 | 3,500 ₹35,000 Lowest | 6,000 ₹60,000 | 4,000 ₹40,000 | 4,500 ₹45,000 | 4,600 ₹46,000 | 3,989 ₹39,890 |
| 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 | 9,000 ₹1,05,840 | 8,000 ₹94,080 | 6,500 ₹76,440 | 4,500 ₹52,920 Lowest | 7,550 ₹88,788 | 6,000 ₹70,560 | 7,500 ₹88,200 | 6,300 ₹74,088 | 7,000 ₹82,320 | 6,500 ₹76,440 | 5,990 ₹70,442.4 |
| 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 | 9,000 ₹2,56,500 | 8,000 ₹2,28,000 | 7,400 ₹2,10,900 | 7,000 ₹1,99,500 | 7,500 ₹2,13,750 | 4,500 ₹1,28,250 | 8,000 ₹2,28,000 | 7,320 ₹2,08,620 | 7,000 ₹1,99,500 | 7,400 ₹2,10,900 | 4,490 ₹1,27,965 Lowest |
| 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 | 9,600 ₹1,15,200 | 8,000 ₹96,000 | 7,200 ₹86,400 | 7,000 ₹84,000 | 7,500 ₹90,000 | 7,000 ₹84,000 | 10,000 ₹1,20,000 | 7,040 ₹84,480 | 7,000 ₹84,000 | 7,200 ₹86,400 | 6,990 ₹83,880 Lowest |
| 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 | 9,600 ₹2,78,400 | 7,500 ₹2,17,500 | 6,700 ₹1,94,300 | 400 ₹11,600 Lowest | 7,500 ₹2,17,500 | 4,710 ₹1,36,590 | 10,000 ₹2,90,000 | 6,550 ₹1,89,950 | 7,000 ₹2,03,000 | 6,700 ₹1,94,300 | 7,390 ₹2,14,310 |
Tender Value
₹45.0 L
EMD Value
₹90,000
Closing Date
5 Oct 2026, 6:00 pmClosed
AGE (I) AF Manauri
AGE (I) AF Manauri
8000/60
2026_MES_777329_3
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
8 Oct 2026
25 Sept 2026
7 Oct 2026
25 Sept 2026
5 Oct 2026
28 Sept 2026
25 Sept 2026 - 26 Sept 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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