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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC | ₹13.7 L | L1 | Accepted-AOC Being first lowest |
| 2 | L2₹14.4 L+₹71,870.50 (5.25%)Rejected-Finance | ₹14.4 L+₹71,870.50 (5.25%) | L2 | Rejected-Finance Other Than First Lowest |
| 3 | L3₹14.8 L+₹1.1 L (8.39%)Rejected-Finance | ₹14.8 L+₹1.1 L (8.39%) | L3 | Rejected-Finance Other Than First Lowest |
| 4 | L4₹16.3 L+₹2.6 L (18.8%)Rejected-Finance | ₹16.3 L+₹2.6 L (18.8%) | L4 | Rejected-Finance Other Than First Lowest |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not accepted as documents as unenlisted bidder not uploaded |
| Sl No | Description | Qty | Unit | UNIVERSAL INFRAPROJECT PVT LTD L1 | M/S ROHIT CONSTRUCTION L2 | M/S TRADE LINKERS L4 | MANDIYA ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 89.42 | Sqm | 100 ₹8,942 | 25 ₹2,235.5 | 150 ₹13,413 | 12 ₹1,073.04 Lowest |
| 2.00 | Excavation over areas n exc 1.5m deep and getting in any type of soil complete all as specified and as directed. | 42.93 | Cum | 200 ₹8,586 | 180 ₹7,727.4 | 220 ₹9,444.6 | 132 ₹5,666.76 Lowest |
| 3.00 | Excavation over areas exc 1.5 m but n.exc 3 m in depth and getting in any type of soil complete all as specified and as directed. | 31.48 | Cum | 280 ₹8,814.4 | 220 ₹6,925.6 Lowest | 260 ₹8,184.8 | 245 ₹7,712.6 |
| 4.00 | 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. | 1.89 | Cum | 250 ₹472.5 | 180 ₹340.2 | 240 ₹453.6 | 151 ₹285.39 Lowest |
| 5.00 | 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. | 0.16 | Cum | 3,200 ₹512 | 2,800 ₹448 Lowest | 3,250 ₹520 | 3,600 ₹576 |
| 6.00 | M&L for PCC 1:2:4, type B2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 2.86 | Cum | 4,000 ₹11,440 | 3,500 ₹10,010 Lowest | 3,800 ₹10,868 | 4,200 ₹12,012 |
| 7.00 | Use & waste of 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; vertical or to batter flat with rough finished surfaces of concrete complete all as specified. | 8.97 | Sqm | 280 ₹2,511.6 | 250 ₹2,242.5 | 300 ₹2,691 | 136 ₹1,219.92 Lowest |
| 8.00 | M&L Mild steel TMT bar 10 mm dia & over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as directed and specified. | 3,327.02 | Kg | 95 ₹3,16,066.9 Lowest | 100 ₹3,32,702 | 140 ₹4,65,782.8 | 128 ₹4,25,858.56 |
| 9.00 | M&L Mild steel TMT bars 6 to 8mm dia, cut to length, bent to shape requried, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 22.56 | Kg | 95 ₹2,143.2 Lowest | 100 ₹2,256 | 120 ₹2,707.2 | 148 ₹3,338.88 |
| 10.00 | M & L for RCC M-30 (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. | 10.77 | Cum | 8,000 ₹86,160 | 7,600 ₹81,852 | 8,500 ₹91,545 | 6,000 ₹64,620 Lowest |
Tender Value
Refer Docs
EMD Value
₹29,160
Closing Date
25 Jun 2026, 6:00 pmClosed
GE Jaipur
GE Jaipur
PROVN OF RAIN WATER HARVESTING PITS, PROVN OF TRG INFRA AND SPL REPAIR TO BLDG NO T-39/1, T-39/2 AT KARAM VIHAR OF ZONE-II B UNDER GE JAIPUR AT JAIPUR MIL STN
2026_MES_762185_2
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
₹29,160
Yes
5 Sept 2026
10 Jun 2026
29 Jun 2026
10 Jun 2026
25 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 89.42 | Sqm | - | - |
| 2 | Excavation over areas n exc 1.5m deep and getting in any type of soil complete all as specified and as directed. | 42.93 | Cum | - | - |
| 3 | Excavation over areas exc 1.5 m but n.exc 3 m in depth and getting in any type of soil complete all as specified and as directed. | 31.48 | Cum | - | - |
| 4 | 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. | 1.89 | Cum | - | - |
| 5 | 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. | 0.16 | Cum | - | - |
| 6 | M&L for PCC 1:2:4, type B2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 2.86 | Cum | - | - |
| 7 | Use & waste of 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; vertical or to batter flat with rough finished surfaces of concrete complete all as specified. | 8.97 | Sqm | - | - |
| 8 | M&L Mild steel TMT bar 10 mm dia & over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as directed and specified. | 3,327.02 | Kg | - | - |
| 9 | M&L Mild steel TMT bars 6 to 8mm dia, cut to length, bent to shape requried, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 22.56 | Kg | - | - |
| 10 | M & L for RCC M-30 (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. | 10.77 | Cum | - | - |
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