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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.9 LAccepted-Finance | L1 | Accepted-Finance Being L1. | |
| 2 | L2₹50.0 L+₹3.0 L (6.47%)Rejected-Finance | L2 | Rejected-Finance Being not L1. |
| Sl No | Description | Qty | Unit | Gurjit const co L1 | kaushal builders L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of wrought/MS work in any description all as specified. | 5 | Qtl | 200 ₹1,000 Lowest | 220 ₹1,100 |
| 2.00 | M&L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete all as specified and directed. | 20.85 | Cum | 2,500 ₹52,125 Lowest | 3,000 ₹62,550 |
| 3.00 | Form work to sides of concrete fdn footing base of columns and raft beams sides and soffits (if any) of fdn and plinth beams and similar wk vertical or to batter for rough finished surfaces. | 200 | Sqm | 300 ₹60,000 Lowest | 320 ₹64,000 |
| 4.00 | Form work to sides of pillars, posts, struts, pier, columns square, rectangular or polygonal rough finished surface of concrete. | 200 | Sqm | 400 ₹80,000 Lowest | 450 ₹90,000 |
| 5.00 | Form work to sides and soffits of floor, plinth beam or roof beams, beam haunching, lintel etc rough finished surfaces of concrete flats. | 230 | Sqm | 400 ₹92,000 Lowest | 450 ₹1,03,500 |
| 6.00 | M&L for RCC M-25 design mix as in foundation, including raft, fooling fdn beams, plinth beams bases for columns and mass concrete. | 67 | Cum | 5,200 ₹3,48,379.2 Lowest | 5,500 ₹3,68,478 |
| 7.00 | M&L for RCC M-25 design mix as in lintel beam, roof beam, cantilivers, bressummers, lintel over 1.5m span all as specified and directed. | 36 | Cum | 5,500 ₹1,98,000 Lowest | 5,600 ₹2,01,600 |
| 8.00 | M&L for RCC M-25 design mix as in columns , pillars, piers, posts and struts etc; concrete all as specified and directed. | 17.82 | Cum | 5,500 ₹98,010 Lowest | 5,560 ₹99,079.2 |
| 9.00 | M&L for TMT bars (Fe 500), 5mm dia and over upto including 10mm dia stirrups bending spirally or hooping for columns, hooking ends and binding with mild sleet wire not less than 0.90mm dia complete all as specified and directed. | 950 | Kg | 95 ₹90,250 Lowest | 100 ₹95,000 |
| 10.00 | M&L for brick work with flyash bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 all as specified and directed. | 80 | Cum | 5,300 ₹4,24,000 Lowest | 5,500 ₹4,40,000 |
Tender Value
₹47.9 L
EMD Value
₹95,760
Closing Date
15 Aug 2026, 6:00 pmClosed
Sh Hans Ram Meena, IDSE
GE Kapurthala
Special repair to roof treatment of ORs line and bath room (Bldg No. P-52) and special repair to security wall with barbed wire/concertina coil (Appx 200 m long) in the AoR of AGE B/R-II under GE Kapurthala.
2026_MES_779124_1
8174/E8
Open Tender
Civil Works
Item Rate
180 days
GE Kapurthala
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE Kapurthala
₹95,760
20 Aug 2026
18 Jul 2026
17 Aug 2026
18 Jul 2026
15 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of wrought/MS work in any description all as specified. | 5 | Qtl | - | - |
| 2 | M&L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete all as specified and directed. | 20.85 | Cum | - | - |
| 3 | Form work to sides of concrete fdn footing base of columns and raft beams sides and soffits (if any) of fdn and plinth beams and similar wk vertical or to batter for rough finished surfaces. | 200 | Sqm | - | - |
| 4 | Form work to sides of pillars, posts, struts, pier, columns square, rectangular or polygonal rough finished surface of concrete. | 200 | Sqm | - | - |
| 5 | Form work to sides and soffits of floor, plinth beam or roof beams, beam haunching, lintel etc rough finished surfaces of concrete flats. | 230 | Sqm | - | - |
| 6 | M&L for RCC M-25 design mix as in foundation, including raft, fooling fdn beams, plinth beams bases for columns and mass concrete. | 67 | Cum | - | - |
| 7 | M&L for RCC M-25 design mix as in lintel beam, roof beam, cantilivers, bressummers, lintel over 1.5m span all as specified and directed. | 36 | Cum | - | - |
| 8 | M&L for RCC M-25 design mix as in columns , pillars, piers, posts and struts etc; concrete all as specified and directed. | 17.82 | Cum | - | - |
| 9 | M&L for TMT bars (Fe 500), 5mm dia and over upto including 10mm dia stirrups bending spirally or hooping for columns, hooking ends and binding with mild sleet wire not less than 0.90mm dia complete all as specified and directed. | 950 | Kg | - | - |
| 10 | M&L for brick work with flyash bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 all as specified and directed. | 80 | Cum | - | - |
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