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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26 LAccepted-AOC | L1 | Accepted-AOC Being First Lowest | |
| 2 | L2₹26.7 L+₹70,618.90 (2.72%)Rejected-Finance | L2 | Rejected-Finance Other Than First Lowest | |
| 3 | L3₹28.9 L+₹2.9 L (11.0%)Rejected-Finance | L3 | Rejected-Finance Other Than First Lowest | |
| 4 | L4₹29.3 L+₹3.3 L (12.8%)Rejected-Finance | L4 | Rejected-Finance Other Than First Lowest |
| Sl No | Description | Qty | Unit | UNIVERSAL INFRAPROJECT PVT LTD L1 | VIBGYOR ENGINEERING & SERVICES PRIVATE LIMITED L2 | PUSHPA G ENTERPRISES L3 | Khatana enterprises L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth, for foundation etc or for shafts, wells, manholes, pier holes, laying of cables etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed. | 130 | Cum | 180 ₹23,400 | 200 ₹26,000 | 150 ₹19,500 Lowest | 150 ₹19,500 Lowest |
| 2.00 | Excavation in trenches n.exc 1.5 m wide and exc 1.5 m but n.exc 3 m in depth, for foundation etc or for shafts, wells, manholes, pier holes, laying of cables etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed. | 25.06 | Cum | 225 ₹5,638.5 | 200 ₹5,012 | 175 ₹4,385.5 Lowest | 200 ₹5,012 |
| 3.00 | Excavation in trenches n.exc 1.5 m wide and exc 3 m but n.exc 4.5 m in depth, for foundation etc or for shafts, wells, manholes, pier holes, laying of cables etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed. | 25.06 | Cum | 300 ₹7,518 | 260 ₹6,515.6 | 215 ₹5,387.9 Lowest | 220 ₹5,513.2 |
| 4.00 | Removing excavated material to a distance n exc 50 m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed. | 231.68 | Cum | 75 ₹17,376 | 110 ₹25,484.8 | 55 ₹12,742.4 Lowest | 80 ₹18,534.4 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft / loose soil complete all as specified and as directed. | 11 | Cum | 75 ₹825 | 160 ₹1,760 | 165 ₹1,815 | 50 ₹550 Lowest |
| 6.00 | M&L for PCC 1:4:8, type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 4.9 | Cum | 2,400 ₹11,760 Lowest | 4,000 ₹19,600 | 3,500 ₹17,150 | 3,500 ₹17,150 |
| 7.00 | M&L for PCC 1:3:6, type C2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 11.8 | Cum | 3,000 ₹35,400 Lowest | 4,600 ₹54,280 | 3,800 ₹44,840 | 4,000 ₹47,200 |
| 8.00 | M&L PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in surface channels and drains and benching including finishing the top of benching even and smooth with using extra cement complete all as specified and directed. | 5.23 | Cum | 5,500 ₹28,765 | 5,500 ₹28,765 | 4,500 ₹23,535 | 4,200 ₹21,966 Lowest |
| 9.00 | M&Lfor brick work with sub-class 'B' bricks (using old size), straight or curved on plan exc 6m mean radius built in In cement mortar 1:6 complete all as specified and directed | 33.6 | Cum | 5,500 ₹1,84,800 | 6,500 ₹2,18,400 | 4,350 ₹1,46,160 Lowest | 4,800 ₹1,61,280 |
| 10.00 | M&L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed. | 34.2 | Cum | 3,500 ₹1,19,700 | 5,500 ₹1,88,100 | 3,450 ₹1,17,990 Lowest | 4,000 ₹1,36,800 |
Tender Value
Refer Docs
EMD Value
₹63,300
Closing Date
21 Apr 2026, 6:00 pmClosed
GE Jaipur
GE Jaipur
AGUMENTATION OF RAIN WATER HARVESTING SCHEME OF ZONE-I AREA AND RAIN WATER HARVESTING PIT UNDER 61 CAV AT JAIPUR MIL STN
2026_MES_758872_1
GE/J- /2025-26
Open Tender
Civil Works
Item Rate
180 days
GE Jaipur
As per Tender Document
5 documents required · 5 mandatory
₹500
GE Jaipur
₹63,300
Yes
22 Jul 2026
1 Apr 2026
23 Apr 2026
1 Apr 2026
21 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth, for foundation etc or for shafts, wells, manholes, pier holes, laying of cables etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed. | - | Cum | - | - |
| - | Excavation in trenches n.exc 1.5 m wide and exc 1.5 m but n.exc 3 m in depth, for foundation etc or for shafts, wells, manholes, pier holes, laying of cables etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed. | - | Cum | - | - |
| - | Excavation in trenches n.exc 1.5 m wide and exc 3 m but n.exc 4.5 m in depth, for foundation etc or for shafts, wells, manholes, pier holes, laying of cables etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed. | - | Cum | - | - |
| - | Removing excavated material to a distance n exc 50 m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed. | - | Cum | - | - |
| - | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft / loose soil complete all as specified and as directed. | - | Cum | - | - |
| - | M&L for PCC 1:4:8, type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | - | Cum | - | - |
| - | M&L for PCC 1:3:6, type C2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | - | Cum | - | - |
| - | M&L PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in surface channels and drains and benching including finishing the top of benching even and smooth with using extra cement complete all as specified and directed. | - | Cum | - | - |
| - | M&Lfor brick work with sub-class 'B' bricks (using old size), straight or curved on plan exc 6m mean radius built in In cement mortar 1:6 complete all as specified and directed | - | Cum | - | - |
| - | M&L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed. | - | Cum | - | - |
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