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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 LAccepted-Finance | L1 | Accepted-Finance LOWEST | |
| 2 | L2₹20.6 L+₹2.3 L (12.3%)Rejected-Finance 205 IIND PHASE INDUSTRIAL AREA BARMER 344001 | BARMER | BARMER | RAJASTHAN | 344001 | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹21.1 L+₹2.8 L (15.0%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹21.7 L+₹3.4 L (18.4%)Rejected-Finance | L4 | Rejected-Finance NOT LOWEST | |
| 5 | L5₹21.8 L+₹3.5 L (19.1%)Rejected-Finance | L5 | Rejected-Finance NOT LOWEST |
| Sl No | Description | Qty | Unit | M.D. CONSTRUCTION CO. L4 | National Rewinding Works L2 | Devi Engineeing L3 | O R CONSTRUCTION COMPANY L6 | S.K. INFRASTRUCTURE L5 | BHUSHAN BHIMRAO PATIL L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.5m deep & n.exc 1.5m wide and n. exc 10 sqm on plan, in soft/loose soil and getting out, complete all as specified and directed. | 19.5 | Cum | 300 ₹5,850 | 250 ₹4,875 | 140 ₹2,730 Lowest | 350 ₹6,825 | 300 ₹5,850 | 280 ₹5,460 |
| 2.00 | Excavation over areas n.exc 1.50m deep for foundation & getting out inSoft/loose soil, complete all as specified and directed. | 57.66 | Cum | 200 ₹11,532 | 250 ₹14,415 | 150 ₹8,649 Lowest | 300 ₹17,298 | 350 ₹20,181 | 230 ₹13,261.8 |
| 3.00 | All as per item No. 02 above but exc 1.50 m and n.exc 3.00 m in depth and getting out in disintegrated rock, complete all as specified and directed. | 57.66 | Cum | 300 ₹17,298 | 300 ₹17,298 | 350 ₹20,181 | 250 ₹14,415 Lowest | 500 ₹28,830 | 300 ₹17,298 |
| 4.00 | Excavation over areas exc 3.0 m deep and n.exc 4.50 m in depth for foundation & getting out in soft / disintegrated rock, complete all as specified and directed. | 26.91 | Cum | 500 ₹13,454 Lowest | 600 ₹16,144.8 | 900 ₹24,217.2 | 800 ₹21,526.4 | 600 ₹16,144.8 | 600 ₹16,144.8 |
| 5.00 | M&L for PCC (1:4:8) type D2 using 40mm graded stone agg as in Foundation filling and Mass concrete, complete all as specified and directed. | 10.85 | Cum | 2,800 ₹30,374.4 Lowest | 3,200 ₹34,713.6 | 3,150 ₹34,171.2 | 3,500 ₹37,968 | 3,800 ₹41,222.4 | 4,200 ₹45,561.6 |
| 6.00 | M&L RCC M-30 (Design Mix) as in raft foundations, footings plinth beams bases for column and base slabs complete all as specified and directed. | 9.13 | Cum | 5,500 ₹50,198.5 | 5,000 ₹45,635 Lowest | 5,500 ₹50,198.5 | 7,000 ₹63,889 | 8,500 ₹77,579.5 | 5,600 ₹51,111.2 |
| 7.00 | M&L RCC M-30 (Design Mix) as in vertical wall complete all as specified and directed. | 20.35 | Cum | 6,000 ₹1,22,112 | 5,200 ₹1,05,830.4 Lowest | 5,800 ₹1,18,041.6 | 7,500 ₹1,52,640 | 8,500 ₹1,72,992 | 6,200 ₹1,26,182.4 |
| 8.00 | M&L RCC M-30 (Design Mix) as in roof beam complete all as specified and directed. | 1.91 | Cum | 7,000 ₹13,356 | 5,500 ₹10,494 Lowest | 7,000 ₹13,356 | 7,500 ₹14,310 | 8,500 ₹16,218 | 7,300 ₹13,928.4 |
| 9.00 | M&L RCC M-30 (Design Mix) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. | 5.22 | Cum | 7,000 ₹36,550.5 | 5,500 ₹28,718.25 Lowest | 6,500 ₹33,939.75 | 7,500 ₹39,161.25 | 8,500 ₹44,382.75 | 6,100 ₹31,851.15 |
| 10.00 | M&L precast cement concrete block masonry with solid block, type C-1,1:3:6 mix ( using 20mm graded aggregate ), exc 10cm in width and setting in cement mortar 1:6 complete all as specified and directed. | 23 | Cum | 6,000 ₹1,38,000 | 5,000 ₹1,15,000 Lowest | 5,200 ₹1,19,600 | 6,200 ₹1,42,600 | 5,500 ₹1,26,500 | 5,100 ₹1,17,300 |
Tender Value
₹23 L
EMD Value
₹46,000
Closing Date
8 Aug 2026, 6:00 pmClosed
GE A BARMER
GE (A) BARMER JALIPA CANTT BARMER-344001 (RAJ)
PROVN OF RAIN WATER HARVESTING AT 5 MECH INF AND SPL REPAIR TO BLDG NO T-57/01 AT JALIPA MIL STN UNDER GE (A) BARMER
2026_MES_779619_1
8938/E8
Open Tender
Civil Works - Others
Item Rate
180 days
BARMER
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE (A) BARMER
₹46,000
Yes
11 Aug 2026
18 Jul 2026
10 Aug 2026
18 Jul 2026
8 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n.exc 1.5m deep & n.exc 1.5m wide and n. exc 10 sqm on plan, in soft/loose soil and getting out, complete all as specified and directed. | 19.5 | Cum | 31,00,000 | ₹6,04,50,000 |
| - | Excavation over areas n.exc 1.50m deep for foundation & getting out inSoft/loose soil, complete all as specified and directed. | 57.66 | Cum | 31,00,000 | ₹17,87,46,000 |
| - | All as per item No. 02 above but exc 1.50 m and n.exc 3.00 m in depth and getting out in disintegrated rock, complete all as specified and directed. | 57.66 | Cum | 31,00,000 | ₹17,87,46,000 |
| - | Excavation over areas exc 3.0 m deep and n.exc 4.50 m in depth for foundation & getting out in soft / disintegrated rock, complete all as specified and directed. | 26.91 | Cum | 31,00,000 | ₹8,34,14,800 |
| - | M&L for PCC (1:4:8) type D2 using 40mm graded stone agg as in Foundation filling and Mass concrete, complete all as specified and directed. | 10.85 | Cum | 31,00,000 | ₹3,36,28,800 |
| - | M&L RCC M-30 (Design Mix) as in raft foundations, footings plinth beams bases for column and base slabs complete all as specified and directed. | 9.13 | Cum | 31,00,000 | ₹2,82,93,700 |
| - | M&L RCC M-30 (Design Mix) as in vertical wall complete all as specified and directed. | 20.35 | Cum | 31,00,000 | ₹6,30,91,200 |
| - | M&L RCC M-30 (Design Mix) as in roof beam complete all as specified and directed. | 1.91 | Cum | 31,00,000 | ₹59,14,800 |
| - | M&L RCC M-30 (Design Mix) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. | 5.22 | Cum | 31,00,000 | ₹1,61,86,650 |
| - | M&L precast cement concrete block masonry with solid block, type C-1,1:3:6 mix ( using 20mm graded aggregate ), exc 10cm in width and setting in cement mortar 1:6 complete all as specified and directed. | 23 | Cum | 31,00,000 | ₹7,13,00,000 |
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