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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.4 Cr+₹13.5 L (10.6%)Admitted-Finance D NO 58 22 34 9 PYDIMAMBA NILAYAM BUTCHIRAJUPALEM VISAKHAPATNAM 530 027 | VISAKHAPATANAM | ANDHRA PRADESH | 530027 | L2 | Admitted-Finance | |
| 3 | L3₹1.4 Cr+₹15.9 L (12.5%)Admitted-Finance M S SRI JAYANTH ASSOCIATES D NO 50 121 18 1 FLAT NO GROUND B SIVA SADAN APARTMENTS BS LAYOUT SEETHAMMADHARA VISAKHAPATNAM 530 013 | VISAKHAPATANAM | ANDHRA PRADESH | 530013 | L3 | Admitted-Finance | |
| 4 | L4₹1.9 Cr+₹57.3 L (44.8%)Admitted-Finance 51 HANUMAN COLONY GALI NO 4 CHAK 5 E CHHOTI SRI GANGANAGAR RAJ | L4 | Admitted-Finance | |
| 5 | Rejected-Technical H NO 547 MAHADEV CIRCLE INDIRA COLONY JAISALMER RAJASTHAN 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | - | Rejected-Technical Not recommended for opening of financial bid (Cover 2) due to not having appropriate category |
| Sl No | Description | Qty | Unit | AMR TRADERS L1 | SHIVA CONSTRUCTION COMPANY L4 | SRI JAYANTH ASSOCIATES L3 | P VENKATA RAO L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavating in post holes (or similar holes) in any type of soil, each not exc 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm, watering and removing surplus soil to a distance n.exc 50 Mtr and making good surface complete all as specified and directed by Engineer-in-charge. | 136 | Each | 350 ₹47,600 | 500 ₹68,000 | 250 ₹34,000 Lowest | 270 ₹36,720 |
| 2.00 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense soil complete all as specified & directed by Engineer-in-Charge. | 20.43 | Cum | 700 ₹14,301 | 1,000 ₹20,430 | 360 ₹7,354.8 Lowest | 369 ₹7,538.67 |
| 3.00 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipe etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ disintegrated rock complete all as specified & directed by Engineer-in-Charge. | 66.75 | Cum | 800 ₹53,400 | 1,000 ₹66,750 | 360 ₹24,030 Lowest | 369 ₹24,630.75 |
| 4.00 | Removing excavated soil to a distance not exceeding 50 meter and depositing where directed, at a level n.exc 1.5m above the starting point, complete all as specified and directed by Engineer-in-charge. | 44.97 | Cum | 100 ₹4,497 Lowest | 200 ₹8,994 | 200 ₹8,994 | 189 ₹8,499.33 |
| 5.00 | Removing excavated materials (soft / disintegrated rock ) to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed by Engineer-in-charge. | 14.33 | Cum | 200 ₹2,866 | 250 ₹3,582.5 | 200 ₹2,866 | 189 ₹2,708.37 Lowest |
| 6.00 | Returning filling in including spreading leveling watering & well ramming in layers n.exc 25cm thick complete all as specified and directed by Engineer-in-charge. | 4.91 | Cum | 200 ₹982 | 250 ₹1,227.5 | 200 ₹982 | 189 ₹927.99 Lowest |
| 7.00 | Returning, filling in including spreading, leveling, watering and well ramming excavated soft/disintegrated rock in layers, complete all as specified and directed by Engineer-in-charge. | 52.42 | Cum | 250 ₹13,105 | 400 ₹20,968 | 200 ₹10,484 | 189 ₹9,907.38 Lowest |
| 8.00 | M&L Plain cement concrete 1:4:8 type D-2 (using 40 mm graded mechanically crushed stone aggregate) as in foundation filling etc complete all as specified and directed by Engineer-in-charge. | 5.81 | Cum | 5,000 ₹29,050 | 6,000 ₹34,860 | 5,000 ₹29,050 | 4,500 ₹26,145 Lowest |
| 9.00 | M&L Plain cement concrete 1:3:6 type C-2 (using 40 mm graded mechanically crushed stone aggregate) as in foundation filling etc complete all as specified and directed by Engineer-in-charge. | 30 | Cum | 6,000 ₹1,80,000 | 6,000 ₹1,80,000 | 5,000 ₹1,50,000 | 4,500 ₹1,35,000 Lowest |
| 10.00 | S&F GI tubing (ISI) marked) medium grade of various diameters as required in construction with all fitting including fixing, erection complete to wall, ceiling or in Green/ Lung spaces work complete all as specified and directed by Engineer-in-charge. | 9,705 | Kg | 270 ₹26,20,350 | 350 ₹33,96,750 | 180 ₹17,46,900 Lowest | 180 ₹17,46,900 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹2.1 L
Closing Date
17 Sept 2026, 6:00 pmClosed
GE Army Jaisalmer
GE Army Jaisalmer - 345001
PROVN OF CERTAIN BR AND EM SANCTIONED WORK IN VARIOUS UNITS UNDER GE (A) JAISALMER AT MIL STN JAISALMER
2026_MES_785465_1
8135/26-27/E8
Open Tender
Civil Works
Item Rate
180 days
Jaisalmer
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,000
GE Army Jaisalmer
₹2.1 L
Yes
1 Oct 2026
20 Aug 2026
19 Sept 2026
20 Aug 2026
17 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavating in post holes (or similar holes) in any type of soil, each not exc 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm, watering and removing surplus soil to a distance n.exc 50 Mtr and making good surface complete all as specified and directed by Engineer-in-charge. | 136 | Each | 1.25 | ₹170 |
| - | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense soil complete all as specified & directed by Engineer-in-Charge. | - | Cum | - | - |
| - | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipe etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ disintegrated rock complete all as specified & directed by Engineer-in-Charge. | - | Cum | 100 | - |
| - | Removing excavated soil to a distance not exceeding 50 meter and depositing where directed, at a level n.exc 1.5m above the starting point, complete all as specified and directed by Engineer-in-charge. | - | Cum | 53 | - |
| - | Removing excavated materials (soft / disintegrated rock ) to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed by Engineer-in-charge. | - | Cum | 10 | - |
| - | Returning filling in including spreading leveling watering & well ramming in layers n.exc 25cm thick complete all as specified and directed by Engineer-in-charge. | - | Cum | 11 | - |
| - | Returning, filling in including spreading, leveling, watering and well ramming excavated soft/disintegrated rock in layers, complete all as specified and directed by Engineer-in-charge. | - | Cum | 10 | - |
| - | M&L Plain cement concrete 1:4:8 type D-2 (using 40 mm graded mechanically crushed stone aggregate) as in foundation filling etc complete all as specified and directed by Engineer-in-charge. | - | Cum | 22 | - |
| - | M&L Plain cement concrete 1:3:6 type C-2 (using 40 mm graded mechanically crushed stone aggregate) as in foundation filling etc complete all as specified and directed by Engineer-in-charge. | 30 | Cum | - | - |
| - | S&F GI tubing (ISI) marked) medium grade of various diameters as required in construction with all fitting including fixing, erection complete to wall, ceiling or in Green/ Lung spaces work complete all as specified and directed by Engineer-in-charge. | 9,705 | Kg | - | - |
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