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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹7.9 L+₹2,615 (0.33%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹8.7 L+₹84,144.40 (10.7%)Admitted-Finance WARD NO 07 WARD NO 07 THANA PARA NALHATI BIRBHUM WEST BENGAL 731243 | BIRBHUM | WEST BENGAL | 731243 | L3 | Admitted-Finance | |
| 4 | L4₹9.3 L+₹1.4 L (17.7%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | Rejected-Technical ROOM NO 262 PART II NEAR SANKER MANDIR GANESH MURTHI NAGAR COLABA MUMBAI 05 | MUMBAI | - | Rejected-Technical Rejected contractor is enlisted in MES as partnership firm and GST of the firm is registered as proprietorship. Hence not considered eligible for opening of financial bid |
| Sl No | Description | Qty | Unit | M/S New Builders Corporation L3 | OPS Associates L4 | SAI ENGINEERING L2 | NS Enterprises L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc and getting out in hard dense soil, complete, all as specified and directed. | 90 | Cum | 500 ₹45,000 | 222 ₹19,980 | 140 ₹12,600 Lowest | 280 ₹25,200 |
| 2.00 | M&L for sand filling under floors or in foundation including watering and consolidation complete, all as specified and directed. | 4.32 | Cum | 1,520 ₹6,566.4 Lowest | 1,900 ₹8,208 | 1,600 ₹6,912 | 1,600 ₹6,912 |
| 3.00 | M&L for PCC (1:4:8) type D-2, using 40mm graded stone aggregate in foundation, filling and mass concrete complete all as specified. | 8 | Cum | 5,000 ₹40,000 | 6,000 ₹48,000 | 4,400 ₹35,200 Lowest | 5,500 ₹44,000 |
| 4.00 | M&L RCC M-25 (Design mix) using 20mm graded stone agg 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. | 10 | Cum | 8,000 ₹80,000 | 8,500 ₹85,000 | 8,000 ₹80,000 | 6,800 ₹68,000 Lowest |
| 5.00 | M&L RCC M-25 (Design mix) using 20mm graded stone agg as in columns, pillars, piers, posts and struts etc complete, all as specified and directed. | 5 | Cum | 8,000 ₹40,000 | 8,500 ₹42,500 | 8,000 ₹40,000 | 6,900 ₹34,500 Lowest |
| 6.00 | M&L RCC M-25 (Design mix) using 20mm graded stone agg as in Beam,lintels etc complete, all as specified and directed. | 7 | Cum | 8,000 ₹56,000 | 8,500 ₹59,500 | 8,000 ₹56,000 | 6,950 ₹48,650 Lowest |
| 7.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. | 63 | Cum | 100 ₹6,300 | 58 ₹3,654 Lowest | 150 ₹9,450 | 66 ₹4,158 |
| 8.00 | Removing Excavated soils exceeding 50metres but not exceeding 250 metres and depositing where directed at a level not exceeding 1.5metre above the starting point, complete all as specified and directed. | 22 | Cum | 100 ₹2,200 | 52 ₹1,144 Lowest | 150 ₹3,300 | 90 ₹1,980 |
| 9.00 | Formwork to side of concrete foundations ,footings,bases of columns raft and raft beams and similar type of work complete all as specified and directed. | 35 | Sqm | 200 ₹7,000 Lowest | 480 ₹16,800 | 300 ₹10,500 | 300 ₹10,500 |
| 10.00 | Formwork to sides of column and similar type of work rough finished rectangular in shape complete, all as specified and directed. | 103 | Sqm | 220 ₹22,660 Lowest | 520 ₹53,560 | 300 ₹30,900 | 400 ₹41,200 |
Tender Value
₹9.6 L
EMD Value
₹19,200
Closing Date
27 Aug 2026, 6:00 pmClosed
AGE Nabagram
AGE (I) Nabagram
PROVISION OF COMPOUND WALL NEAR NEW OFFRS MESS AT NMS UNDER AGE I NABAGRAM
2026_MES_782791_1
8130/E8
Open Tender
Civil Works
Item Rate
180 days
AGE (I) Nabagram
As per tender documents
7 documents required · 7 mandatory
₹500
AGE (I) Nabagram
₹19,200
Yes
8 Oct 2026
5 Aug 2026
29 Aug 2026
5 Aug 2026
27 Aug 2026
13 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc and getting out in hard dense soil, complete, all as specified and directed. | 90 | Cum | - | - |
| 2 | M&L for sand filling under floors or in foundation including watering and consolidation complete, all as specified and directed. | 4.32 | Cum | - | - |
| 3 | M&L for PCC (1:4:8) type D-2, using 40mm graded stone aggregate in foundation, filling and mass concrete complete all as specified. | 8 | Cum | - | - |
| 4 | M&L RCC M-25 (Design mix) using 20mm graded stone agg 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. | 10 | Cum | - | - |
| 5 | M&L RCC M-25 (Design mix) using 20mm graded stone agg as in columns, pillars, piers, posts and struts etc complete, all as specified and directed. | 5 | Cum | - | - |
| 6 | M&L RCC M-25 (Design mix) using 20mm graded stone agg as in Beam,lintels etc complete, all as specified and directed. | 7 | Cum | - | - |
| 7 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. | 63 | Cum | - | - |
| 8 | Removing Excavated soils exceeding 50metres but not exceeding 250 metres and depositing where directed at a level not exceeding 1.5metre above the starting point, complete all as specified and directed. | 22 | Cum | - | - |
| 9 | Formwork to side of concrete foundations ,footings,bases of columns raft and raft beams and similar type of work complete all as specified and directed. | 35 | Sqm | - | - |
| 10 | Formwork to sides of column and similar type of work rough finished rectangular in shape complete, all as specified and directed. | 103 | Sqm | - | - |
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