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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.8 LAccepted-AOC | ₹41.8 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹44.2 L+₹2.4 L (5.76%)Rejected-Finance | ₹44.2 L+₹2.4 L (5.76%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹45.2 L+₹3.5 L (8.28%)Rejected-Finance | ₹45.2 L+₹3.5 L (8.28%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹45.8 L+₹4.1 L (9.71%)Rejected-Finance | ₹45.8 L+₹4.1 L (9.71%) | L4 | Rejected-Finance Being L4 |
| 5 | L5₹46.5 L+₹4.7 L (11.3%)Rejected-Finance | ₹46.5 L+₹4.7 L (11.3%) | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | Sameer Auto Engineers L5 | Goyal Construction L4 | M/S Parikshit Sharma L3 | Sudarshan Associates L2 | Kamla Shree Construction L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground, posts embeded in concrete, brick work, masonry, etc complete all as specified and directed. | 20 | RM | 70 ₹1,400 | 15 ₹300 | 50 ₹1,000 | 50 ₹1,000 | 7 ₹140 Lowest |
| 2.00 | Dismantlng barbed wire fencing any type any position complete all as specified and directed. | 17 | 100 RM | 30 ₹510 | 100 ₹1,700 | 10 ₹170 | 30 ₹510 | 7 ₹119 Lowest |
| 3.00 | Surface excavation n. exc. 30 cm deep and averaging 15cm deep including clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres and getting out soft/loose soil complete all as specified and directed. | 390 | Sqm | 70 ₹27,300 | 20 ₹7,800 | 50 ₹19,500 | 50 ₹19,500 | 8 ₹3,120 Lowest |
| 4.00 | Earthwork in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.50 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.50 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. | 98 | Cum | 200 ₹19,600 | 140 ₹13,720 | 180 ₹17,640 | 180 ₹17,640 | 90 ₹8,820 Lowest |
| 5.00 | Excavating in post holes (or similar holes) each n exc 0.50 cum, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, hard/dense soil., etc complete all as specified and directed. | 157 | Each | 100 ₹15,700 | 80 ₹12,560 | 80 ₹12,560 | 80 ₹12,560 | 40 ₹6,280 Lowest |
| 6.00 | M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass conctrete complete all as specified and directed. | 81.6 | Cum | 2,700 ₹2,20,320 | 1,900 ₹1,55,040 Lowest | 2,500 ₹2,04,000 | 2,200 ₹1,79,520 | 2,000 ₹1,63,200 |
| 7.00 | M&L for PCC 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete including formwork complete all as specified and directed. | 19 | Cum | 3,500 ₹66,500 | 2,900 ₹55,100 | 3,000 ₹57,000 | 2,500 ₹47,500 Lowest | 2,700 ₹51,300 |
| 8.00 | M&L for stone walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM (1:6) complete all as specified and directed. | 66 | Cum | 700 ₹46,200 | 4,500 ₹2,97,000 | 500 ₹33,000 Lowest | 2,000 ₹1,32,000 | 4,000 ₹2,64,000 |
| 9.00 | M&L for brick work with flyash modular bricks, straight or curved on plan exceeding 6m mean radius in CM 1:6 complete all as specified and directed. | 20 | Cum | 5,000 ₹1,00,000 | 5,500 ₹1,10,000 | 4,800 ₹96,000 Lowest | 4,800 ₹96,000 Lowest | 5,800 ₹1,16,000 |
| 10.00 | M&L for RCC (nominal mix) Type B1 1:2:4 ((using 20mm 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 directed. | 35 | Cum | 5,000 ₹1,75,000 | 4,800 ₹1,68,000 | 4,800 ₹1,68,000 | 4,000 ₹1,40,000 Lowest | 5,400 ₹1,89,000 |
Tender Value
₹44.3 L
EMD Value
₹89,000
Closing Date
27 Jul 2026, 6:00 pmClosed
GE (MIS) Mhow
Garrison Engineer (Maint) Infantry School Mhow (MP) - 453441
PROVN OF ANTICUT FENCING AROUND MHOW FORT RAIN WATER HARVESTING SYSTEM AT MH MHOW AND INTERLOCKING PAVER BLOCK AT STN HQ UNDER GE MIS MHOW
2026_MES_774426_1
8977/GE (MIS)/Mhow
Open Tender
Civil Works - Others
Item Rate
150 days
GE (MIS) Mhow
All as per Tender document
8 documents required · 8 mandatory
₹500
GE (MIS) Mhow
₹89,000
Yes
3 Sept 2026
24 Jun 2026
29 Jul 2026
24 Jun 2026
27 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground, posts embeded in concrete, brick work, masonry, etc complete all as specified and directed. | 20 | RM | - | - |
| 2 | Dismantlng barbed wire fencing any type any position complete all as specified and directed. | 17 | 100 RM | - | - |
| 3 | Surface excavation n. exc. 30 cm deep and averaging 15cm deep including clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres and getting out soft/loose soil complete all as specified and directed. | 390 | Sqm | - | - |
| 4 | Earthwork in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.50 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.50 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. | 98 | Cum | - | - |
| 5 | Excavating in post holes (or similar holes) each n exc 0.50 cum, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, hard/dense soil., etc complete all as specified and directed. | 157 | Each | - | - |
| 6 | M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass conctrete complete all as specified and directed. | 81.6 | Cum | - | - |
| 7 | M&L for PCC 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete including formwork complete all as specified and directed. | 19 | Cum | - | - |
| 8 | M&L for stone walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM (1:6) complete all as specified and directed. | 66 | Cum | - | - |
| 9 | M&L for brick work with flyash modular bricks, straight or curved on plan exceeding 6m mean radius in CM 1:6 complete all as specified and directed. | 20 | Cum | - | - |
| 10 | M&L for RCC (nominal mix) Type B1 1:2:4 ((using 20mm 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 directed. | 35 | Cum | - | - |
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