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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.9 LAdmitted-Finance FLAT NO 10 S NO 98 PLAT NO 78 SAI SAYAJI PARK A RIGHT BHUSARI COLONY KOTHRUD PUNE 411 038 | PUNE | MAHARASHTRA | 411038 | ₹35.9 L | L1 | Admitted-Finance |
| 2 | L2₹39.9 L+₹4.0 L (11.0%)Admitted-Finance | ₹39.9 L+₹4.0 L (11.0%) | L2 | Admitted-Finance |
| 3 | L3₹41.7 L+₹5.8 L (16.1%)Admitted-Finance | ₹41.7 L+₹5.8 L (16.1%) | L3 | Admitted-Finance |
| 4 | L4₹43.0 L+₹7.1 L (19.8%)Admitted-Finance | ₹43.0 L+₹7.1 L (19.8%) | L4 | Admitted-Finance |
| 5 | L5₹44.8 L+₹8.8 L (24.6%)Admitted-Finance | ₹44.8 L+₹8.8 L (24.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S ROHIT CONSTRUCTION L6 | Ajay Enterprises L1 | M/s BSR Construction L4 | PUSHPA G ENTERPRISES L3 | JAGDAMBA CONSTRUCTION COMPANY L5 | UDAY PRATAP SINGH L2 |
|---|---|---|---|---|---|---|---|---|---|
| 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. | 466.67 | Sqm | 20 ₹9,333.4 Lowest | 50 ₹23,333.5 | 55 ₹25,666.85 | 20 ₹9,333.4 Lowest | 40 ₹18,666.8 | 100 ₹46,667 |
| 2.00 | Excavation in trenches not exc 1.5m wide and n exc 1.5m in depth, for pipe line, cable trenches, foundation, etc or for shaft , wells, cesspits, manholes, pier holes, etc n. exc 10 Sqm on plan and not exc 1.5m in depth and getting out in any type of soil complete all as specified and directed. | 103.06 | Cum | 150 ₹15,459 | 200 ₹20,612 | 320 ₹32,979.2 | 225 ₹23,188.5 | 300 ₹30,918 | 100 ₹10,306 Lowest |
| 3.00 | ,---ditto--- all as per item No. 2 above but depth exc 1.5m but not exc 3m complete all as specified and directed. | 13 | Cum | 155 ₹2,015 | 250 ₹3,250 | 480 ₹6,240 | 295 ₹3,835 | 330 ₹4,290 | 150 ₹1,950 Lowest |
| 4.00 | Excavation over areas n exc 1.5m deep for foundation and getting in any type of soil complete all as specified and directed. | 22 | Cum | 160 ₹3,520 | 150 ₹3,300 | 550 ₹12,100 | 210 ₹4,620 | 350 ₹7,700 | 100 ₹2,200 Lowest |
| 5.00 | Excavation in post holes (or similar holes) soil each n exc 0.5 cum getting out, returning, filling in and ramming earth around, in layers n.exc 25 Cm, watering and removing surplus soil to a distance n.exc 50m and making good surface in soft / loose complete all as specified and directed. | 22 | Each | 200 ₹4,400 | 80 ₹1,760 Lowest | 220 ₹4,840 | 145 ₹3,190 | 500 ₹11,000 | 150 ₹3,300 |
| 6.00 | M&L for PCC 1:2:4, type B1 (using 20 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 8.3 | Cum | 3,000 ₹24,900 | 3,500 ₹29,050 | 2,100 ₹17,430 Lowest | 4,500 ₹37,350 | 6,300 ₹52,290 | 5,500 ₹45,650 |
| 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. | 35 | Sqm | 220 ₹7,700 Lowest | 400 ₹14,000 | 300 ₹10,500 | 390 ₹13,650 | 350 ₹12,250 | 300 ₹10,500 |
| 8.00 | Use & waste of form work to sides of square, rectangular or polygon pillars, posts, struts, piers, columns and stanchions etc.and similar work with rough finished surface of concrete complete all as specified and directed. | 34 | Sqm | 220 ₹7,480 Lowest | 400 ₹13,600 | 700 ₹23,800 | 415 ₹14,110 | 350 ₹11,900 | 300 ₹10,200 |
| 9.00 | Use & waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.and similar items with rough finished surface of concrete complete all as specified and directed. | 40 | Sqm | 220 ₹8,800 Lowest | 400 ₹16,000 | 450 ₹18,000 | 415 ₹16,600 | 350 ₹14,000 | 300 ₹12,000 |
| 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. | 20 | Cum | 6,500 ₹1,30,000 | 7,000 ₹1,40,000 | 4,000 ₹80,000 Lowest | 8,500 ₹1,70,000 | 8,000 ₹1,60,000 | 8,000 ₹1,60,000 |
Tender Value
Refer Docs
EMD Value
₹86,420
Closing Date
5 Aug 2026, 6:00 pmClosed
GE Jaipur
GE Jaipur
PROVN OF OPEN SHEDS FOR PARKING AND STORAGE WITH ALLIED INFRA ALONGWITH PROVN OF ELECTRIC SUPPLY, WATER SUPPLY AND SECURITY LIGHTS NEAR SWM UNDER GE JAIPUR AT JAIPUR MIL STN
2026_MES_750847_2
GE/J- /25-26
Open Tender
Civil Works
Item Rate
180 days
GE Jaipur
As per Tender Documents
5 documents required · 5 mandatory
₹500
GE Jaipur
₹86,420
Yes
17 Aug 2026
15 Jul 2026
7 Aug 2026
15 Jul 2026
5 Aug 2026
22 Jul 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. | 466.67 | Sqm | - | - |
| 2 | Excavation in trenches not exc 1.5m wide and n exc 1.5m in depth, for pipe line, cable trenches, foundation, etc or for shaft , wells, cesspits, manholes, pier holes, etc n. exc 10 Sqm on plan and not exc 1.5m in depth and getting out in any type of soil complete all as specified and directed. | 103.06 | Cum | - | - |
| 3 | ,---ditto--- all as per item No. 2 above but depth exc 1.5m but not exc 3m complete all as specified and directed. | 13 | Cum | - | - |
| 4 | Excavation over areas n exc 1.5m deep for foundation and getting in any type of soil complete all as specified and directed. | 22 | Cum | - | - |
| 5 | Excavation in post holes (or similar holes) soil each n exc 0.5 cum getting out, returning, filling in and ramming earth around, in layers n.exc 25 Cm, watering and removing surplus soil to a distance n.exc 50m and making good surface in soft / loose complete all as specified and directed. | 22 | Each | - | - |
| 6 | M&L for PCC 1:2:4, type B1 (using 20 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 8.3 | 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. | 35 | Sqm | - | - |
| 8 | Use & waste of form work to sides of square, rectangular or polygon pillars, posts, struts, piers, columns and stanchions etc.and similar work with rough finished surface of concrete complete all as specified and directed. | 34 | Sqm | - | - |
| 9 | Use & waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.and similar items with rough finished surface of concrete complete all as specified and directed. | 40 | Sqm | - | - |
| 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. | 20 | Cum | - | - |
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