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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.4 LAdmitted-Finance | ₹41.4 L | L1 | Admitted-Finance |
| 2 | L2₹44.4 L+₹3.0 L (7.30%)Admitted-Finance | ₹44.4 L+₹3.0 L (7.30%) | L2 | Admitted-Finance |
| 3 | L3₹44.7 L+₹3.3 L (7.88%)Admitted-Finance 51 HANUMAN COLONY GALI NO 4 CHAK 5 E CHHOTI SRI GANGANAGAR RAJ | ₹44.7 L+₹3.3 L (7.88%) | L3 | Admitted-Finance |
| 4 | L4₹44.8 L+₹3.4 L (8.24%)Admitted-Finance | ₹44.8 L+₹3.4 L (8.24%) | L4 | Admitted-Finance |
| 5 | L5₹46.1 L+₹4.7 L (11.4%)Admitted-Finance | ₹46.1 L+₹4.7 L (11.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Prem Associates L8 | Ganesh Contruction L1 | Aditya Enterprises L6 | SINGH ENTERPRISES L2 | M/S MOHINI ENTERPRISES L7 | S AND A ENGINEERS CONSTRUCTION CO L9 | S K GUHA & CO. L4 | ANNAPURNA ENTERPRISES L5 | SHIVA CONSTRUCTION COMPANY L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M & L for rough dressed sand stone slab flooring, 25 mm thick, laid dry but jointed and pointed in cement mortar (1:3) complete all as specified and as directed. | 120 | Sqm | 1,000 ₹1,20,000 | 500 ₹60,000 | 2,500 ₹3,00,000 | 600 ₹72,000 | 200 ₹24,000 | 650 ₹78,000 | 1,000 ₹1,20,000 | 30 ₹3,600 Lowest | 1,200 ₹1,44,000 |
| 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. | 67.92 | Cum | 200 ₹13,584 | 200 ₹13,584 | 300 ₹20,376 | 120 ₹8,150.4 Lowest | 450 ₹30,564 | 250 ₹16,980 | 200 ₹13,584 | 155 ₹10,527.6 | 250 ₹16,980 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose/ hard/ dense soil complete all as specified and as directed. | 68.31 | Cum | 40 ₹2,732.4 | 100 ₹6,831 | 100 ₹6,831 | 90 ₹6,147.9 | 400 ₹27,324 | 150 ₹10,246.5 | 40 ₹2,732.4 | 12 ₹819.72 Lowest | 50 ₹3,415.5 |
| 4.00 | Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 385.6 | Cum | 40 ₹15,424 | 80 ₹30,848 | 100 ₹38,560 | 100 ₹38,560 | 450 ₹1,73,520 | 200 ₹77,120 | 40 ₹15,424 | 12 ₹4,627.2 Lowest | 80 ₹30,848 |
| 5.00 | M & L for cement concrete in surface channels and drains in M15(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed. | 10 | Cum | 6,200 ₹62,000 | 5,000 ₹50,000 | 5,000 ₹50,000 | 4,000 ₹40,000 | 3,500 ₹35,000 Lowest | 5,200 ₹52,000 | 5,500 ₹55,000 | 3,800 ₹38,000 | 6,500 ₹65,000 |
| 6.00 | M & L for walling (curved on plan to a mean radius exceeding 6 metre) of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar (1:6) complete all as specified and as directed. | 215 | Cum | 4,500 ₹9,67,500 | 4,200 ₹9,03,000 | 3,200 ₹6,88,000 | 3,400 ₹7,31,000 | 4,100 ₹8,81,500 | 4,800 ₹10,32,000 | 4,500 ₹9,67,500 | 3,000 ₹6,45,000 Lowest | 3,200 ₹6,88,000 |
| 7.00 | 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. | 18 | Cum | 6,000 ₹1,08,000 | 5,500 ₹99,000 | 5,500 ₹99,000 | 4,000 ₹72,000 Lowest | 5,500 ₹99,000 | 5,800 ₹1,04,400 | 6,200 ₹1,11,600 | 5,500 ₹99,000 | 4,800 ₹86,400 |
| 8.00 | Extra over stone walling of lime or sand stone for hammer dressing to face stones and dressing of face beds and joints with maximum depression of face from straight edge held against the dressed surface not exceeding 40 mm, of random rubble walling, uncoursed or brought upto course complete all as specified and as directed. | 70 | Sqm | 50 ₹3,500 Lowest | 100 ₹7,000 | 100 ₹7,000 | 90 ₹6,300 | 110 ₹7,700 | 135 ₹9,450 | 120 ₹8,400 | 200 ₹14,000 | 50 ₹3,500 Lowest |
| 9.00 | Material and labour for plastering 15 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed. | 60 | Sqm | 350 ₹21,000 | 280 ₹16,800 Lowest | 300 ₹18,000 | 340 ₹20,400 | 300 ₹18,000 | 300 ₹18,000 | 320 ₹19,200 | 300 ₹18,000 | 300 ₹18,000 |
| 10.00 | Material and labour for plastering 15 mm thick on stone masonry surfaces or other than fair faces of brick work or on one side of lathing (on vertical surfaces) in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed. | 200 | Sqm | 350 ₹70,000 | 300 ₹60,000 Lowest | 300 ₹60,000 Lowest | 340 ₹68,000 | 350 ₹70,000 | 300 ₹60,000 Lowest | 320 ₹64,000 | 300 ₹60,000 Lowest | 300 ₹60,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹89,000
Closing Date
10 Aug 2026, 6:00 pmClosed
GARRISON ENGINEER
DADWARA KOTA RAJASTHAN 324002
PROVN OF RAMP, HARD STANDING, FIRING POINT INTERLOCKING TILES AND HIGH MAST LIGHT AT MIL STN KOTA
2026_MES_778707_1
9105E8
Open Tender
Civil Works
Item Rate
183 days
MIL STN KOTA
AS PER TENDER DETAILS
8 documents required · 8 mandatory
₹500
Yes
GE KOTA
₹89,000
Yes
17 Sept 2026
15 Jul 2026
17 Aug 2026
15 Jul 2026
10 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M & L for rough dressed sand stone slab flooring, 25 mm thick, laid dry but jointed and pointed in cement mortar (1:3) complete all as specified and as directed. | 120 | 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. | 67.92 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose/ hard/ dense soil complete all as specified and as directed. | 68.31 | Cum | - | - |
| 4 | Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 385.6 | Cum | - | - |
| 5 | M & L for cement concrete in surface channels and drains in M15(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed. | 10 | Cum | - | - |
| 6 | M & L for walling (curved on plan to a mean radius exceeding 6 metre) of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar (1:6) complete all as specified and as directed. | 215 | Cum | - | - |
| 7 | 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. | 18 | Cum | - | - |
| 8 | Extra over stone walling of lime or sand stone for hammer dressing to face stones and dressing of face beds and joints with maximum depression of face from straight edge held against the dressed surface not exceeding 40 mm, of random rubble walling, uncoursed or brought upto course complete all as specified and as directed. | 70 | Sqm | - | - |
| 9 | Material and labour for plastering 15 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed. | 60 | Sqm | - | - |
| 10 | Material and labour for plastering 15 mm thick on stone masonry surfaces or other than fair faces of brick work or on one side of lathing (on vertical surfaces) in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed. | 200 | Sqm | - | - |
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