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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.2 LAccepted-AOC | ₹49.2 L Quoted ₹49.4 L | L1 | Accepted-AOC ACCEPTED BEING LOWEST QUOTED |
| 2 | L2₹56.0 L+₹6.6 L (13.3%)Rejected-AOC | ₹56.0 L+₹6.6 L (13.3%) | L2 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED |
| 3 | L3₹58.6 L+₹9.2 L (18.6%)Rejected-AOC | ₹58.6 L+₹9.2 L (18.6%) | L3 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED |
| 4 | L4₹59.6 L+₹10.2 L (20.7%)Rejected-AOC | ₹59.6 L+₹10.2 L (20.7%) | L4 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED |
| 5 | L5₹60.0 L+₹10.6 L (21.4%)Rejected-AOC | ₹60.0 L+₹10.6 L (21.4%) | L5 | Rejected-AOC NOT ACCEPTED DUE TO HIGHER RATE QUOTED |
| Sl No | Description | Qty | Unit | AJAY CONSTRUCTION COMPANY L5 | M/S BUDHRAM BISHNOI L6 | Lalgarhia Enterprises L3 | THAKURJI ENTERPRISES L7 | Ganganagar Enterprises L8 | AYUSH BUILDERS L2 | SHRI SHYAM CONSTRUCTION CO. L4 | Aggarwal Brothers and company L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not exc 15cm deep in soft/loose soil complete all as specified and directed by Engr-in-Charge.
Note : Removing of vegetation / shrubs / brushwood / undergrowth and carrying away rubbish to a distance of 50 m deemed to included in quoted rate. | 130 | SQM | 100 ₹13,000 | 120 ₹15,600 | 150 ₹19,500 | 20 ₹2,600 Lowest | 200 ₹26,000 | 50 ₹6,500 | 100 ₹13,000 | 20 ₹2,600 Lowest |
| 2.00 | Excavating in trenches not exc 1.5m wide and not exc 1.5m in depth; for foundation, etc or for shafts, wells, cesspits, manholes etc not exc 10Sqm on plan and not exc 1.5m in depth and getting out in soft / loose soil complete all as specified and directed. | 15.3 | CUM | 200 ₹3,060 | 220 ₹3,366 | 220 ₹3,366 | 120 ₹1,836 Lowest | 300 ₹4,590 | 250 ₹3,825 | 200 ₹3,060 | 200 ₹3,060 |
| 3.00 | Earth filling under floors including spreading, leveling, watering and well ramming in layers not exc 25 cm thick complete all as specified and directed.
Note :- Soil obtained from excavation under item 1& 2.00 here-in-before shall be used for filling. | 9.18 | CUM | 1,300 ₹11,934 | 1,300 ₹11,934 | 1,300 ₹11,934 | 850 ₹7,803 | 900 ₹8,262 | 1,000 ₹9,180 | 1,500 ₹13,770 | 500 ₹4,590 Lowest |
| 4.00 | Returning, filling in, including spreading, leveling watering and well ramming in layers not exc 25cm in soft / loose soil complete all as specified& directed by Engr-in-Charge. | 4 | CUM | 100 ₹400 | 70 ₹280 | 100 ₹400 | 75 ₹300 | 45 ₹180 | 50 ₹200 | 100 ₹400 | 20 ₹80 Lowest |
| 5.00 | Excavation in post holes each not exc 0.5 cum, getting out soft/loose soil , returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exc 25cm, watering and removing surplush soil to a distance n exc 50m and making good surface complete all as directed by Engineer-in-charge and all as specified. | 297 | EACH | 120 ₹35,640 | 120 ₹35,640 | 120 ₹35,640 | 75 ₹22,275 Lowest | 150 ₹44,550 | 100 ₹29,700 | 150 ₹44,550 | 150 ₹44,550 |
| 6.00 | Removal of excavated material (soil) to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above or below the starting point complete all as specified & directed by Engr-in-Charge. | 2.12 | CUM | 250 ₹530 | 240 ₹508.8 | 220 ₹466.4 | 230 ₹487.6 | 220 ₹466.4 | 200 ₹424 Lowest | 220 ₹466.4 | 200 ₹424 Lowest |
| 7.00 | M&L for hardcore of broken stone or boulders, gauge not exc. 63mm, deposited, spread and leveled in layers not exc 15cm thick, watered and rammed to a true surface complete all as specified and directed. | 19.5 | CUM | 1,900 ₹37,050 | 1,800 ₹35,100 | 1,700 ₹33,150 | 850 ₹16,575 Lowest | 1,300 ₹25,350 | 1,200 ₹23,400 | 1,500 ₹29,250 | 1,500 ₹29,250 |
| 8.00 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed. | 3.1 | CUM | 3,200 ₹9,920 | 3,200 ₹9,920 | 3,200 ₹9,920 | 2,300 ₹7,130 Lowest | 3,200 ₹9,920 | 3,500 ₹10,850 | 3,200 ₹9,920 | 3,000 ₹9,300 |
| 9.00 | M&L for PCC Type C2 1:3:6 (40 mm graded aggregate) Cement concrete in foundations, filling and mass-concrete complete all as specified & directed by Engr-in-Charge. | 9.98 | CUM | 4,800 ₹47,904 | 5,250 ₹52,395 | 4,500 ₹44,910 | 3,500 ₹34,930 Lowest | 5,400 ₹53,892 | 5,000 ₹49,900 | 5,200 ₹51,896 | 4,000 ₹39,920 |
| 10.00 | M&L for PCC Type B2 1:2:4 (40 mm graded stone aggregate) Cement concrete in foundations, filling and mass-concrete complete all as specified & directed by Engr-in-Charge. | 53.62 | CUM | 5,500 ₹2,94,910 Lowest | 6,400 ₹3,43,168 | 6,400 ₹3,43,168 | 5,500 ₹2,94,910 Lowest | 6,600 ₹3,53,892 | 6,000 ₹3,21,720 | 6,200 ₹3,32,444 | 5,500 ₹2,94,910 Lowest |
Tender Value
Refer Docs
EMD Value
₹93,000
Closing Date
12 Jun 2026, 6:00 pmClosed
GE ARMY GANDHINAGAR
GE ARMY GANDHINAGAR PO BSF CAMPUS GANDHINAGAR 382045
SPL REPAIR TO BLDG NO T 01 T 02 T 03 PROVN OF STORAGE ACCN NEAR FWC AND P 157 AND PROVN OF CHAIN LINK FENCING AT CERTAIN LOCAITONS AT MIL STN GANDHINAGAR
2026_MES_767477_1
GE(A)/GNR/TOKEN/34 of 2026-27
Open Tender
Civil Works
Item Rate
180 days
MIL STN GANDHINAGAR
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE ARMY GANDHINAGAR
₹93,000
Yes
22 Aug 2026
23 May 2026
19 Jun 2026
23 May 2026
12 Jun 2026
6 Jun 2026
23 May 2026 - 4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing not exc 15cm deep in soft/loose soil complete all as specified and directed by Engr-in-Charge.
Note : Removing of vegetation / shrubs / brushwood / undergrowth and carrying away rubbish to a distance of 50 m deemed to included in quoted rate. | 130 | SQM | - | - |
| 2 | Excavating in trenches not exc 1.5m wide and not exc 1.5m in depth; for foundation, etc or for shafts, wells, cesspits, manholes etc not exc 10Sqm on plan and not exc 1.5m in depth and getting out in soft / loose soil complete all as specified and directed. | 15.3 | CUM | - | - |
| 3 | Earth filling under floors including spreading, leveling, watering and well ramming in layers not exc 25 cm thick complete all as specified and directed.
Note :- Soil obtained from excavation under item 1& 2.00 here-in-before shall be used for filling. | 9.18 | CUM | - | - |
| 4 | Returning, filling in, including spreading, leveling watering and well ramming in layers not exc 25cm in soft / loose soil complete all as specified& directed by Engr-in-Charge. | 4 | CUM | - | - |
| 5 | Excavation in post holes each not exc 0.5 cum, getting out soft/loose soil , returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exc 25cm, watering and removing surplush soil to a distance n exc 50m and making good surface complete all as directed by Engineer-in-charge and all as specified. | 297 | EACH | - | - |
| 6 | Removal of excavated material (soil) to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above or below the starting point complete all as specified & directed by Engr-in-Charge. | 2.12 | CUM | - | - |
| 7 | M&L for hardcore of broken stone or boulders, gauge not exc. 63mm, deposited, spread and leveled in layers not exc 15cm thick, watered and rammed to a true surface complete all as specified and directed. | 19.5 | CUM | - | - |
| 8 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed. | 3.1 | CUM | - | - |
| 9 | M&L for PCC Type C2 1:3:6 (40 mm graded aggregate) Cement concrete in foundations, filling and mass-concrete complete all as specified & directed by Engr-in-Charge. | 9.98 | CUM | - | - |
| 10 | M&L for PCC Type B2 1:2:4 (40 mm graded stone aggregate) Cement concrete in foundations, filling and mass-concrete complete all as specified & directed by Engr-in-Charge. | 53.62 | CUM | - | - |
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