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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.0 LAdmitted-Finance | ₹41.0 L | L1 | Admitted-Finance |
| 2 | L2₹41.5 L+₹53,679.11 (1.31%)Admitted-Finance FLAT NO 10 S NO 98 PLAT NO 78 SAI SAYAJI PARK A RIGHT BHUSARI COLONY KOTHRUD PUNE 411 038 | PUNE | MAHARASHTRA | 411038 | ₹41.5 L+₹53,679.11 (1.31%) | L2 | Admitted-Finance |
| 3 | L3₹44.2 L+₹3.2 L (7.80%)Admitted-Finance | ₹44.2 L+₹3.2 L (7.80%) | L3 | Admitted-Finance |
| 4 | L4₹44.4 L+₹3.5 L (8.49%)Admitted-Finance | ₹44.4 L+₹3.5 L (8.49%) | L4 | Admitted-Finance |
| 5 | L5₹46.3 L+₹5.4 L (13.1%)Admitted-Finance | ₹46.3 L+₹5.4 L (13.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S ROHIT CONSTRUCTION L4 | R.S BUILDERS L5 | M/s BSR Construction L1 | Ajay Enterprises L2 | JAGDAMBA CONSTRUCTION COMPANY L6 | PUSHPA G ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing nexc 15cm deep avg in soft/lose soil complete all as specified and directed. | 238 | Sqm | 30 ₹7,140 | 30 ₹7,140 | 20 ₹4,760 | 25 ₹5,950 | 50 ₹11,900 | 10 ₹2,380 Lowest |
| 2.00 | Excavation over areas n exc 1.5m deep and getting in soft/loose soil complete all as specified and as directed. | 121.5 | Cum | 150 ₹18,225 | 200 ₹24,300 | 200 ₹24,300 | 120 ₹14,580 Lowest | 300 ₹36,450 | 139 ₹16,888.5 |
| 3.00 | ,---ditto--- all as per item No. 2 above but depth exc 1.5m and n exc 3m complete all as specified and as directed. | 121.5 | Cum | 150 ₹18,225 Lowest | 250 ₹30,375 | 300 ₹36,450 | 150 ₹18,225 Lowest | 350 ₹42,525 | 155 ₹18,832.5 |
| 4.00 | ,---ditto--- all as per item No. 2 above but depth exc 3.0m and n exc 4.5m complete all as specified and as directed. | 135 | Cum | 160 ₹21,600 Lowest | 300 ₹40,500 | 400 ₹54,000 | 200 ₹27,000 | 380 ₹51,300 | 175 ₹23,625 |
| 5.00 | ,---ditto--- all as per item No. 2 above but depth exc 4.5m and n exc 6.0m complete all as specified and as directed. | 63 | Cum | 180 ₹11,340 Lowest | 350 ₹22,050 | 500 ₹31,500 | 250 ₹15,750 | 450 ₹28,350 | 250 ₹15,750 |
| 6.00 | ,---ditto--- all as per item No. 2 above but depth exc 6.0m and n exc 7.5m complete all as specified and as directed. | 47.25 | Cum | 210 ₹9,922.5 Lowest | 400 ₹18,900 | 600 ₹28,350 | 300 ₹14,175 | 1,000 ₹47,250 | 395 ₹18,663.75 |
| 7.00 | M&L PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 24.61 | Cum | 2,500 ₹61,525 Lowest | 3,500 ₹86,135 | 3,500 ₹86,135 | 3,000 ₹73,830 | 5,000 ₹1,23,050 | 3,000 ₹73,830 |
| 8.00 | M & L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; verticle or to batter finish even and fair finish complete all as specified and directed | 28.56 | Sqm | 250 ₹7,140 Lowest | 250 ₹7,140 Lowest | 300 ₹8,568 | 350 ₹9,996 | 350 ₹9,996 | 300 ₹8,568 |
| 9.00 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better complete all as specified and directed | 621.8 | Sqm | 250 ₹1,55,450 Lowest | 400 ₹2,48,720 | 250 ₹1,55,450 Lowest | 350 ₹2,17,630 | 300 ₹1,86,540 | 308 ₹1,91,514.4 |
| 10.00 | M & L for RCC M-25 (Design Mix) (using 20mm graded stone aggregate) as in Foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc, basement slabs, under reamed piles and mass concrete complete all as specified and as directed
Note : Reinforcement & formwork shall be measured and paid for separately. | 62.33 | Cum | 7,200 ₹4,48,776 | 6,010 ₹3,74,603.3 | 4,200 ₹2,61,786 Lowest | 5,500 ₹3,42,815 | 7,300 ₹4,55,009 | 6,999.15 ₹4,36,257.02 |
Tender Value
Refer Docs
EMD Value
₹86,440
Closing Date
18 Aug 2026, 6:00 pmClosed
GE Jaipur
GE Jaipur
PROVN OF RETAINING WALL NEAR SWM PLANT IN ZONE-I AREA OF GE JAIPUR
2026_MES_780000_1
GE/J- /2026-27
Open Tender
Civil Works
Item Rate
180 days
GE Jaipur
As per Tender Documents
5 documents required · 5 mandatory
₹500
GE Jaipur
₹86,440
Yes
28 Aug 2026
21 Jul 2026
20 Aug 2026
21 Jul 2026
18 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing nexc 15cm deep avg in soft/lose soil complete all as specified and directed. | 238 | Sqm | - | - |
| 2 | Excavation over areas n exc 1.5m deep and getting in soft/loose soil complete all as specified and as directed. | 121.5 | Cum | - | - |
| 3 | ,---ditto--- all as per item No. 2 above but depth exc 1.5m and n exc 3m complete all as specified and as directed. | 121.5 | Cum | - | - |
| 4 | ,---ditto--- all as per item No. 2 above but depth exc 3.0m and n exc 4.5m complete all as specified and as directed. | 135 | Cum | - | - |
| 5 | ,---ditto--- all as per item No. 2 above but depth exc 4.5m and n exc 6.0m complete all as specified and as directed. | 63 | Cum | - | - |
| 6 | ,---ditto--- all as per item No. 2 above but depth exc 6.0m and n exc 7.5m complete all as specified and as directed. | 47.25 | Cum | - | - |
| 7 | M&L PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 24.61 | Cum | - | - |
| 8 | M & L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; verticle or to batter finish even and fair finish complete all as specified and directed | 28.56 | Sqm | - | - |
| 9 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better complete all as specified and directed | 621.8 | Sqm | - | - |
| 10 | M & L for RCC M-25 (Design Mix) (using 20mm graded stone aggregate) as in Foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc, basement slabs, under reamed piles and mass concrete complete all as specified and as directed
Note : Reinforcement & formwork shall be measured and paid for separately. | 62.33 | Cum | - | - |
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