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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.6 LAccepted-Finance | ₹28.6 L | L1 | Accepted-Finance Being lowest |
| 2 | L2₹29.6 L+₹94,039 (3.28%)Rejected-Finance 1286 TOTA RAM KI DHANI JAISALMER RAJ 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | ₹29.6 L+₹94,039 (3.28%) | L2 | Rejected-Finance Not being lowest |
| 3 | L3₹32.4 L+₹3.8 L (13.3%)Rejected-Finance JAISALMER | BARMER | RAJASTHAN | 344001 | ₹32.4 L+₹3.8 L (13.3%) | L3 | Rejected-Finance Not being lowest |
| Sl No | Description | Qty | Unit | M/s Shri Inder Construction Company L3 | M/S SHRI HARI CONSTRUCTION COMPANY L1 | GEMRARAMCONTRACTOR L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas not exc 1.5mtr depth in soft/ disintegrated rock and getting out complete all as specified and directed by Engineer-in-Charge. | 192.9 | Cum | 350 ₹67,515 Lowest | 750 ₹1,44,675 | 400 ₹77,160 |
| 2.00 | Excavation over areas exc 1.5 mtr and n exc 3.0 mtr depth in soft/loose soil and getting out complete all as specified and directed by Engineer-in-Charge. | 117.9 | Cum | 200 ₹23,580 Lowest | 350 ₹41,265 | 200 ₹23,580 Lowest |
| 3.00 | Excavation over areas exc 3.0 mtr and n exc 4.5 mtr depth in soft/loose soil and getting out complete all as specified and directed by Engineer-in-Charge. | 117.9 | Cum | 250 ₹29,475 | 450 ₹53,055 | 200 ₹23,580 Lowest |
| 4.00 | M&L for cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) 100mm thick all as specified and directed and directed by Engineer-in-Charge. | 78.6 | Sqm | 320 ₹25,152 | 300 ₹23,580 | 250 ₹19,650 Lowest |
| 5.00 | M&L for precast cement concrete solid block masonry exc 10cm in width and setting in CM 1:6 type C1, 1:3:6 all as specified and directed by Engineer-in-Charge. | 135 | Cum | 5,100 ₹6,88,500 | 6,300 ₹8,50,500 | 5,000 ₹6,75,000 Lowest |
| 6.00 | M&L squared rubble walling Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar 1:6 all as specified and directed by Engineer-in-Charge. | 39.6 | Cum | 3,750 ₹1,48,500 | 3,700 ₹1,46,520 | 3,500 ₹1,38,600 Lowest |
| 7.00 | Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses all as specified and directed by Engineer-in-Charge. | 66 | Sqm | 40 ₹2,640 Lowest | 125 ₹8,250 | 100 ₹6,600 |
| 8.00 | M&L for rendering, in CM 1:4, 15 mm thick on faces of brick work or concrete surfaces finish even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. | 348.6 | Sqm | 290 ₹1,01,094 | 250 ₹87,150 | 220 ₹76,692 Lowest |
| 9.00 | M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in coping etc including necessary form work complete all as specified and directed by Engr-in-Charge | 5.2 | Cum | 7,000 ₹36,400 | 5,000 ₹26,000 | 4,000 ₹20,800 Lowest |
| 10.00 | M&L for Cement concrete type C1 (1:3:6) using 20mm graded stone aggregate in surface channels and drains as in Benching complete all as specified and directed by Engr-in-Charge | 1.8 | Cum | 9,000 ₹16,200 | 4,800 ₹8,640 | 3,800 ₹6,840 Lowest |
Tender Value
₹33.3 L
EMD Value
₹66,500
Closing Date
6 Jun 2026, 6:00 pmClosed
GE Army Jaisalmer
GE Army Jaisalmer - 345001
PROVISION OF RAIN WATER HARVESTING PROJECT IN CERTAIN UNIT AT MIL STN JAISALMER
2026_MES_764539_1
8476/25-26/E8
Open Tender
Civil Works
Item Rate
120 days
Jaisalmer
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE Army Jaisalmer
₹66,500
Yes
28 Aug 2026
9 May 2026
8 Jun 2026
9 May 2026
6 Jun 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas not exc 1.5mtr depth in soft/ disintegrated rock and getting out complete all as specified and directed by Engineer-in-Charge. | 192.9 | Cum | - | - |
| - | Excavation over areas exc 1.5 mtr and n exc 3.0 mtr depth in soft/loose soil and getting out complete all as specified and directed by Engineer-in-Charge. | 117.9 | Cum | 11 | ₹1,296.9 |
| - | Excavation over areas exc 3.0 mtr and n exc 4.5 mtr depth in soft/loose soil and getting out complete all as specified and directed by Engineer-in-Charge. | 117.9 | Cum | 10 | ₹1,179 |
| - | M&L for cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) 100mm thick all as specified and directed and directed by Engineer-in-Charge. | 78.6 | Sqm | 22 | ₹1,729.2 |
| - | M&L for precast cement concrete solid block masonry exc 10cm in width and setting in CM 1:6 type C1, 1:3:6 all as specified and directed by Engineer-in-Charge. | 135 | Cum | - | - |
| - | M&L squared rubble walling Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar 1:6 all as specified and directed by Engineer-in-Charge. | 39.6 | Cum | - | - |
| - | Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses all as specified and directed by Engineer-in-Charge. | 66 | Sqm | - | - |
| - | M&L for rendering, in CM 1:4, 15 mm thick on faces of brick work or concrete surfaces finish even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. | 348.6 | Sqm | - | - |
| - | M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in coping etc including necessary form work complete all as specified and directed by Engr-in-Charge | 5.2 | Cum | - | - |
| - | M&L for Cement concrete type C1 (1:3:6) using 20mm graded stone aggregate in surface channels and drains as in Benching complete all as specified and directed by Engr-in-Charge | 1.8 | Cum | - | - |
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