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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹30.1 L+₹1.2 L (4.18%)Admitted-Finance 60 MADHUVAN BANK COLONY ALWAR | L2 | Admitted-Finance | |
| 3 | L3₹31.9 L+₹3.1 L (10.6%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹32.5 L+₹3.6 L (12.4%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹33.5 L+₹4.6 L (16.0%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GAR CONSTRUCTIONS L3 | M/S JINDAL ENTERPRISES L2 | M/s Laxmi Enterprises L4 | AARSINFRATECH L1 | M/S GAURI CONSTRUCTION L5 | vandana enterprises L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete (unreinforced) in ground floors and paving n exc 15cm thick (below or above ground level) complete all as specified and directed | 20 | Cum | 250 ₹5,000 | 90 ₹1,800 Lowest | 149 ₹2,980 | 165 ₹3,300 | 299 ₹5,980 | 120 ₹2,400 |
| 2.00 | Excavation in trenches not exceeding 1.50m wide and not exc 1.50m in depth for foundation n'exc 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed. | 132.27 | Cum | 140 ₹18,517.8 | 90 ₹11,904.3 Lowest | 180 ₹23,808.6 | 156 ₹20,634.12 | 119 ₹15,740.13 | 150 ₹19,840.5 |
| 3.00 | Description all as per item ser No 2 here-in-before but depth exc 1.5 m but n exc 3 m complete all as specified and directed . | 6.6 | Cum | 160 ₹1,056 | 90 ₹594 Lowest | 180 ₹1,188 | 192 ₹1,267.2 | 149 ₹983.4 | 150 ₹990 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 36.59 | Cum | 60 ₹2,195.4 | 45 ₹1,646.55 | 100 ₹3,659 | 30 ₹1,097.7 Lowest | 49 ₹1,792.91 | 110 ₹4,024.9 |
| 5.00 | Removing surplus excavated soil to a distance n.exc 50 metre and n exc 100 metre and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 48.2 | Cum | 80 ₹3,856 | 45 ₹2,169 | 100 ₹4,820 | 30 ₹1,446 Lowest | 49 ₹2,361.8 | 90 ₹4,338 |
| 6.00 | M & L for PCC (1:4:8) type D-2, using 40 mm graded stone aggregate in fdn mass concrete complete all as specified and directed . | 7 | Cum | 2,800 ₹19,600 | 2,400 ₹16,800 | 3,500 ₹24,500 | 2,280 ₹15,960 | 1,999 ₹13,993 Lowest | 3,650 ₹25,550 |
| 7.00 | M&L RCC work M-25 Design Mix (using 20mm gradedcrushed stone aggregate )as in foundation including , raft, plinth beam bases for column etc basement slabs under ramed piles and mass concrete complete all as specified and directed . | 40 | Cum | 6,000 ₹2,40,000 | 4,900 ₹1,96,000 | 5,000 ₹2,00,000 | 4,800 ₹1,92,000 | 4,499 ₹1,79,960 Lowest | 8,900 ₹3,56,000 |
| 8.00 | M&L RCC work M-25 Design mix (using 20mm graded crushed stone aggregate) as in columns , pillars , piers posts and struts complete all as specified and directed | 17 | Cum | 7,500 ₹1,27,500 | 4,900 ₹83,300 | 5,000 ₹85,000 | 4,800 ₹81,600 | 4,499 ₹76,483 Lowest | 8,220 ₹1,39,740 |
| 9.00 | M&L RCC work M-25 design Mix (using 20mm graded crushed stone aggregate) as in beams, cantilevers bressumers, lintel over 1.5 mtr span complete all as specified and directed. | 13 | Cum | 7,500 ₹97,500 | 4,900 ₹63,700 | 4,800 ₹62,400 | 5,250 ₹68,250 | 4,449 ₹57,837 Lowest | 8,220 ₹1,06,860 |
| 10.00 | M&L TMT bars, 10mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping for column, hooking ends and binding with and incl MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed. | 3,400 | Kg | 90 ₹3,06,000 | 90 ₹3,06,000 | 98 ₹3,33,200 | 90 ₹3,06,000 | 109 ₹3,70,600 | 82 ₹2,78,800 Lowest |
Tender Value
₹38.4 L
EMD Value
₹78,000
Closing Date
9 Sept 2026, 6:00 pmClosed
GE Alwar
Alwar
PROVN OF PARKING SHED OF 08 X 2.5 TON AT MT AREA OF 16 DOGRA AT ALWAR MIL STN
2026_MES_783786_1
8550/E8
Open Tender
Civil Works
Item Rate
180 days
Alwar
As per NIT
6 documents required · 6 mandatory
₹500
GE Alwar
₹78,000
Yes
21 Sept 2026
11 Aug 2026
16 Sept 2026
11 Aug 2026
9 Sept 2026
26 Aug 2026
11 Aug 2026 - 25 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of cement concrete (unreinforced) in ground floors and paving n exc 15cm thick (below or above ground level) complete all as specified and directed | 20 | Cum | - | - |
| 2 | Excavation in trenches not exceeding 1.50m wide and not exc 1.50m in depth for foundation n'exc 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed. | - | Cum | - | - |
| 3 | Description all as per item ser No 2 here-in-before but depth exc 1.5 m but n exc 3 m complete all as specified and directed . | 6.6 | Cum | - | - |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | - | Cum | - | - |
| 5 | Removing surplus excavated soil to a distance n.exc 50 metre and n exc 100 metre and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | - | Cum | - | - |
| 6 | M & L for PCC (1:4:8) type D-2, using 40 mm graded stone aggregate in fdn mass concrete complete all as specified and directed . | 7 | Cum | - | - |
| 7 | M&L RCC work M-25 Design Mix (using 20mm gradedcrushed stone aggregate )as in foundation including , raft, plinth beam bases for column etc basement slabs under ramed piles and mass concrete complete all as specified and directed . | 40 | Cum | - | - |
| 8 | M&L RCC work M-25 Design mix (using 20mm graded crushed stone aggregate) as in columns , pillars , piers posts and struts complete all as specified and directed | 17 | Cum | - | - |
| 9 | M&L RCC work M-25 design Mix (using 20mm graded crushed stone aggregate) as in beams, cantilevers bressumers, lintel over 1.5 mtr span complete all as specified and directed. | 13 | Cum | - | - |
| 10 | M&L TMT bars, 10mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping for column, hooking ends and binding with and incl MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed. | 3,400 | Kg | - | - |
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