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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.9 LAccepted-Finance H1 7 8 IT PARK ROAD NO 4 IPIA KOTA RAJ 324005 | KOTA | RAJASTHAN | 324005 | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹46.4 L+₹1.5 L (3.33%)Rejected-Finance | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹47.1 L+₹2.1 L (4.74%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹47.1 L+₹2.2 L (4.90%)Rejected-Finance | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹50.3 L+₹5.4 L (12.0%)Rejected-Finance | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Aditya Enterprises L1 | S AND A ENGINEERS CONSTRUCTION CO L6 | Ganesh Contruction L5 | M/S MOHINI ENTERPRISES L4 | ANNAPURNA ENTERPRISES L2 | S K GUHA & CO. L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not exceeding 15 cm deep in soft/ loose soil complete all as specified and as directed. | 1,060 | Sqm | 12 ₹12,720 Lowest | 80 ₹84,800 | 50 ₹53,000 | 30 ₹31,800 | 21 ₹22,260 | 12 ₹12,720 Lowest |
| 2.00 | Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed. | 112.98 | Cum | 320 ₹36,153.6 | 120 ₹13,557.6 Lowest | 320 ₹36,153.6 | 250 ₹28,245 | 145 ₹16,382.1 | 280 ₹31,634.4 |
| 3.00 | M & L for moorum/red bajri filling in floors or pavings, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed. | 122.04 | Cum | 920 ₹1,12,276.8 | 1,020 ₹1,24,480.8 | 820 ₹1,00,072.8 | 950 ₹1,15,938 | 900 ₹1,09,836 | 750 ₹91,530 Lowest |
| 4.00 | M & L for cement concrete in foundation, filling and mass concrete in M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed. | 14.52 | Cum | 3,520 ₹51,110.4 | 3,650 ₹52,998 | 3,500 ₹50,820 | 3,300 ₹47,916 | 3,400 ₹49,368 | 3,200 ₹46,464 Lowest |
| 5.00 | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished flat surfaces of concrete complete all as specified and as directed. | 65.52 | Sqm | 520 ₹34,070.4 | 550 ₹36,036 | 220 ₹14,414.4 Lowest | 450 ₹29,484 | 300 ₹19,656 | 450 ₹29,484 |
| 6.00 | M & L for brick work with fly ash bricks of class designation 7.5 and non-modular size as per IS 12894: 2002, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed. | 21.79 | Cum | 5,520 ₹1,20,280.8 | 5,800 ₹1,26,382 | 5,600 ₹1,22,024 | 6,000 ₹1,30,740 | 5,500 ₹1,19,845 | 5,200 ₹1,13,308 Lowest |
| 7.00 | M & L for RCC M20 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate 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 as directed. | 10.65 | Cum | 6,420 ₹68,373 | 6,600 ₹70,290 | 6,600 ₹70,290 | 6,300 ₹67,095 | 8,000 ₹85,200 | 5,800 ₹61,770 Lowest |
| 8.00 | M & L for RCC M20 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and as directed. | 4.41 | Cum | 6,420 ₹28,312.2 | 6,600 ₹29,106 | 6,600 ₹29,106 | 6,350 ₹28,003.5 | 8,000 ₹35,280 | 5,800 ₹25,578 Lowest |
| 9.00 | M & L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of concrete complete all as specified and as directed. | 33.6 | Sqm | 520 ₹17,472 | 550 ₹18,480 | 220 ₹7,392 Lowest | 550 ₹18,480 | 300 ₹10,080 | 400 ₹13,440 |
| 10.00 | S & F mild steel screw bolts (machine made), diameter of neck 16 to 20 mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 22.5 cm but not exceeding 30 cm long complete all as specified and as directed. | 127.34 | Kg | 192 ₹24,449.28 | 240 ₹30,561.6 | 220 ₹28,014.8 | 180 ₹22,921.2 | 167 ₹21,265.78 | 160 ₹20,374.4 Lowest |
Tender Value
Refer Docs
EMD Value
₹87,000
Closing Date
29 Aug 2026, 6:00 pmClosed
GARRISON ENGINEER
DADWARA KOTA RAJASTHAN 324002
PROVN OF SYNTHETIC BADMINTON COURT AND BASKET BALL COURT WITH CONNECTED PATHWAY AND SECURITY LIGHT AT SALARIA ENCLAVE AT MIL STN KOTA
2026_MES_782465_1
9102E8
Open Tender
Civil Works
Item Rate
183 days
MIL STN KOTA
AS PER TENDER DETAILS
8 documents required · 8 mandatory
₹500
Yes
GE KOTA
₹87,000
Yes
8 Oct 2026
3 Aug 2026
5 Sept 2026
3 Aug 2026
29 Aug 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing not exceeding 15 cm deep in soft/ loose soil complete all as specified and as directed. | 1,060 | Sqm | - | - |
| 2 | Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed. | 112.98 | Cum | - | - |
| 3 | M & L for moorum/red bajri filling in floors or pavings, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed. | 122.04 | Cum | - | - |
| 4 | M & L for cement concrete in foundation, filling and mass concrete in M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed. | 14.52 | Cum | - | - |
| 5 | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished flat surfaces of concrete complete all as specified and as directed. | 65.52 | Sqm | - | - |
| 6 | M & L for brick work with fly ash bricks of class designation 7.5 and non-modular size as per IS 12894: 2002, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed. | 21.79 | Cum | - | - |
| 7 | M & L for RCC M20 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate 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 as directed. | 10.65 | Cum | - | - |
| 8 | M & L for RCC M20 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and as directed. | 4.41 | Cum | - | - |
| 9 | M & L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of concrete complete all as specified and as directed. | 33.6 | Sqm | - | - |
| 10 | S & F mild steel screw bolts (machine made), diameter of neck 16 to 20 mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 22.5 cm but not exceeding 30 cm long complete all as specified and as directed. | 127.34 | Kg | - | - |
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