Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAdmitted-Finance | ₹21.6 L | L1 | Admitted-Finance |
| 2 | L2₹22.0 L+₹41,422.95 (1.92%)Admitted-Finance 96 4 PHOOL BAGH COLONY MEERUT 250002 | MEERUT | UTTAR PRADESH | 250002 | ₹22.0 L+₹41,422.95 (1.92%) | L2 | Admitted-Finance |
| 3 | L3₹22.8 L+₹1.2 L (5.78%)Admitted-Finance C 92 JAIN NAGAR RAILWAY ROAD MEERUT UP | ₹22.8 L+₹1.2 L (5.78%) | L3 | Admitted-Finance |
| 4 | L4₹23.3 L+₹1.7 L (7.99%)Admitted-Finance 34 KAISER GANJ MANDI DIST MEERUT UP 250002 | MEERUT | UTTAR PRADESH | 250002 | ₹23.3 L+₹1.7 L (7.99%) | L4 | Admitted-Finance |
| 5 | L5₹24.9 L+₹3.3 L (15.3%)Admitted-Finance 34 KAISER GANJ MANDI DIST MEERUT UP 250002 | MEERUT | UTTAR PRADESH | 250002 | ₹24.9 L+₹3.3 L (15.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | m/s gupta construction L4 | BASANT ENTERPRISES L1 | Tayal Builders L2 | Rajneesh Jain L3 | SHAKTI CONSTRUCTION CO L6 | Manglam Engineers and Construction Co L5 | Jay Ambay Enterprises L7 | B.R. ENGINEERING & CONSTRUCTION CO. L8 | GIAN BUILDERS L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc. 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. | 217.02 | Sqm | 10 ₹2,170.2 Lowest | 15 ₹3,255.3 | 15 ₹3,255.3 | 30 ₹6,510.6 | 30 ₹6,510.6 | 15 ₹3,255.3 | 20 ₹4,340.4 | 30 ₹6,510.6 | 25 ₹5,425.5 |
| 2.00 | Excavation in trenches not exc. 1.5 metre wide and not exc. 1.50 metre in depth for foundation etc and for manholes etc n.exc. 10 Sqm on plan and n.exc. 1.5 metre depth and getting out in soft/loose soil complete all as specified and directed. | 117.11 | Cum | 270 ₹31,619.7 | 200 ₹23,422 | 120 ₹14,053.2 | 330 ₹38,646.3 | 300 ₹35,133 | 259 ₹30,331.49 | 215 ₹25,178.65 | 110 ₹12,882.1 Lowest | 350 ₹40,988.5 |
| 3.00 | Removing excavated materials (soils) to a distance not exc. 50 metre and depositing where directed at a level not exc. 1.50 above the starting point complete all as specified and directed. | 43.24 | Cum | 15 ₹648.6 Lowest | 50 ₹2,162 | 80 ₹3,459.2 | 180 ₹7,783.2 | 50 ₹2,162 | 95 ₹4,107.8 | 28 ₹1,210.72 | 110 ₹4,756.4 | 150 ₹6,486 |
| 4.00 | Returning filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick as in soft/loose soil complete all as specified and directed. | 14.37 | Cum | 10 ₹143.7 Lowest | 50 ₹718.5 | 90 ₹1,293.3 | 180 ₹2,586.6 | 50 ₹718.5 | 45 ₹646.65 | 25 ₹359.25 | 110 ₹1,580.7 | 200 ₹2,874 |
| 5.00 | Treating the top surface of filled earth at the rate of 7.50 litres of emulsion per square metre of surface complete all as specified and directed. | 60 | Sqm | 100 ₹6,000 | 70 ₹4,200 | 100 ₹6,000 | 85 ₹5,100 | 50 ₹3,000 Lowest | 90 ₹5,400 | 165 ₹9,900 | 110 ₹6,600 | 120 ₹7,200 |
| 6.00 | Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the substructure in contact with backfill to be measured) complete all as specified and directed. | 50 | Sqm | 100 ₹5,000 | 70 ₹3,500 | 90 ₹4,500 | 85 ₹4,250 | 50 ₹2,500 Lowest | 90 ₹4,500 | 165 ₹8,250 | 100 ₹5,000 | 120 ₹6,000 |
| 7.00 | Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. | 35 | Sqm | 80 ₹2,800 | 70 ₹2,450 | 100 ₹3,500 | 85 ₹2,975 | 50 ₹1,750 Lowest | 70 ₹2,450 | 135 ₹4,725 | 102 ₹3,570 | 100 ₹3,500 |
| 8.00 | Material & labour for approved soil filling under the floor, spreading and levelling in layers n.exc. 25cm thick, well ramming including watering as required complete all as specified and directed. | 8 | Cum | 200 ₹1,600 | 500 ₹4,000 | 200 ₹1,600 | 500 ₹4,000 | 100 ₹800 Lowest | 650 ₹5,200 | 475 ₹3,800 | 120 ₹960 | 700 ₹5,600 |
| 9.00 | Material & labour for hardcore of broken bricks gauges n.exc. 63mm, deposited spread and leveled in layers n.exc. 15 cm thick watered and rammed to a true surface complete all as specified and directed. | 8.36 | Cum | 500 ₹4,180 Lowest | 600 ₹5,016 | 900 ₹7,524 | 900 ₹7,524 | 1,200 ₹10,032 | 650 ₹5,434 | 905 ₹7,565.8 | 1,200 ₹10,032 | 1,200 ₹10,032 |
| 10.00 | Material & labour for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete and sub base of floor complete all as specified and directed. | 3.26 | Cum | 2,000 ₹6,520 Lowest | 3,500 ₹11,410 | 3,400 ₹11,084 | 5,000 ₹16,300 | 5,000 ₹16,300 | 3,990 ₹13,007.4 | 3,890 ₹12,681.4 | 6,000 ₹19,560 | 5,000 ₹16,300 |
Tender Value
₹26.2 L
EMD Value
₹52,300
Closing Date
25 Aug 2026, 6:00 pmClosed
Garrison Engineer (South) Meerut Cantt
Garrison Engineer (South) Meerut Cantt The Mall Road Meerut Cantt Distt Meerut-250001(UP)
PROVN OF GUARD ROOM NEAR POST NO 03 AT THE 64 CAV UNDER AGE B/R-IV AND AGE E/M-II OF GE (SOUTH) MEERUT CANTT
2026_MES_780428_1
GE/MRT/S/8308/2026-2027
Open Tender
Civil Works
Item Rate
120 days
Meerut Cantt
As per Tender Documents
10 documents required · 10 mandatory
₹500
GE (South) Meerut
₹52,300
Yes
10 Sept 2026
24 Jul 2026
1 Sept 2026
24 Jul 2026
25 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc. 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. | 217.02 | Sqm | - | - |
| 2 | Excavation in trenches not exc. 1.5 metre wide and not exc. 1.50 metre in depth for foundation etc and for manholes etc n.exc. 10 Sqm on plan and n.exc. 1.5 metre depth and getting out in soft/loose soil complete all as specified and directed. | 117.11 | Cum | - | - |
| 3 | Removing excavated materials (soils) to a distance not exc. 50 metre and depositing where directed at a level not exc. 1.50 above the starting point complete all as specified and directed. | 43.24 | Cum | - | - |
| 4 | Returning filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick as in soft/loose soil complete all as specified and directed. | 14.37 | Cum | - | - |
| 5 | Treating the top surface of filled earth at the rate of 7.50 litres of emulsion per square metre of surface complete all as specified and directed. | 60 | Sqm | - | - |
| 6 | Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the substructure in contact with backfill to be measured) complete all as specified and directed. | 50 | Sqm | - | - |
| 7 | Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. | 35 | Sqm | - | - |
| 8 | Material & labour for approved soil filling under the floor, spreading and levelling in layers n.exc. 25cm thick, well ramming including watering as required complete all as specified and directed. | 8 | Cum | - | - |
| 9 | Material & labour for hardcore of broken bricks gauges n.exc. 63mm, deposited spread and leveled in layers n.exc. 15 cm thick watered and rammed to a true surface complete all as specified and directed. | 8.36 | Cum | - | - |
| 10 | Material & labour for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete and sub base of floor complete all as specified and directed. | 3.26 | Cum | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 3.36 MB
Tenderdocuments.pdf
Tender Documents • 1.98 MB
BOQ_874192.xls
BOQ • 0.34 MB
8308.pdf
PDF • 0.32 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .