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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.1 LAccepted-AOC | L1 | Accepted-AOC Being L1. | |
| 2 | L2₹39.7 L+₹58,655.03 (1.50%)Rejected-Finance 135 AMBICA VIHAR TALAB TILLO JAMMU JAMMU JAMMU KASHMIR 180002 | JAMMU | JAMMU AND KASHMIR | 180002 | L2 | Rejected-Finance Being not L1. | |
| 3 | L3₹41.0 L+₹1.9 L (4.98%)Rejected-Finance | L3 | Rejected-Finance Being not L1. | |
| 4 | L4₹41.8 L+₹2.7 L (6.91%)Rejected-Finance | L4 | Rejected-Finance Being not L1. |
| Sl No | Description | Qty | Unit | Gurjit const co L1 | kaushal builders L4 | nitin trading company L2 | JOGRAJ CONSTRUCTION COMPANY L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil all as specified and directed. | 460 | Sqm | 30 ₹13,800 | 40 ₹18,400 | 20 ₹9,200 Lowest | 50 ₹23,000 |
| 2.00 | Excavating in trenches, n.exc 1.5 m wide and n.exc 1.5 m in depth; for foundation, etc; or for shafts, wells, cesspits, manholes, pier holes, etc; n.exc 10 sq m on plan and n.exc 1.5 m in depth and getting out in soft/loose soil all as specified and directed. | 354 | Cum | 200 ₹70,800 | 220 ₹77,880 | 100 ₹35,400 Lowest | 250 ₹88,500 |
| 3.00 | 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. | 9 | Cum | 2,500 ₹22,500 Lowest | 3,000 ₹27,000 | 2,800 ₹25,200 | 2,500 ₹22,500 Lowest |
| 4.00 | 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. | 66 | Sqm | 450 ₹29,700 | 500 ₹33,000 | 600 ₹39,600 | 250 ₹16,500 Lowest |
| 5.00 | Form work to sides of pillars, posts, struts, pier, columns square, rectangular or polygonal rough finished surface of concrete. | 115 | Sqm | 550 ₹63,250 | 600 ₹69,000 | 600 ₹69,000 | 250 ₹28,750 Lowest |
| 6.00 | Form work to sides and soffits of floor or roof beams, beam haunching, lintel etc rough finished surfaces of concrete flats. | 7.2 | Sqm | 600 ₹4,320 | 600 ₹4,320 | 600 ₹4,320 | 400 ₹2,880 Lowest |
| 7.00 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200mm thick (Horizontal or sloping) all as specified and directed. | 100 | Sqm | 700 ₹70,000 | 710 ₹71,000 | 600 ₹60,000 | 400 ₹40,000 Lowest |
| 8.00 | M&L for RCC M-25 design mix as in foundation, including raft, fooling foundation beams, plinth beams bases for columns and mass concrete concrete all as specified and directed. | 24.8 | Cum | 6,000 ₹1,48,800 | 6,500 ₹1,61,200 | 6,000 ₹1,48,800 | 5,500 ₹1,36,400 Lowest |
| 9.00 | M&L for RCC M-25 design mix as in plinth beams, roof beam, cantilivers, bressummers, lintel over 1.5m span concrete all as specified and directed. | 14.4 | Cum | 6,000 ₹86,400 | 6,500 ₹93,600 | 6,000 ₹86,400 | 5,500 ₹79,200 Lowest |
| 10.00 | M&L for RCC M-25 design mix as in columns, pillars, piers, posts and struts etc; concrete all as specified and directed. | 8.64 | Cum | 6,000 ₹51,840 Lowest | 6,500 ₹56,160 | 6,000 ₹51,840 Lowest | 6,000 ₹51,840 Lowest |
Tender Value
₹39.8 L
EMD Value
₹79,600
Closing Date
26 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Sh Hans Ram Meena, IDSE
GE Kapurthala
Provn of 12 x toilets and 12 x bathrooms with allied infra near Bldg No T-122 in OTM of 65 Med Regt at New Mil Stn Kapurthala under GE Kapurthala
2026_MES_786879_1
8202/E8
Open Tender
Civil Works
Item Rate
180 days
GE Kapurthala
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE Kapurthala
₹79,600
29 Oct 2026
29 Aug 2026
28 Sept 2026
29 Aug 2026
26 Sept 2026
12 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil all as specified and directed. | 460 | Sqm | - | - |
| 2 | Excavating in trenches, n.exc 1.5 m wide and n.exc 1.5 m in depth; for foundation, etc; or for shafts, wells, cesspits, manholes, pier holes, etc; n.exc 10 sq m on plan and n.exc 1.5 m in depth and getting out in soft/loose soil all as specified and directed. | 354 | Cum | - | - |
| 3 | 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. | 9 | Cum | - | - |
| 4 | 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. | 66 | Sqm | - | - |
| 5 | Form work to sides of pillars, posts, struts, pier, columns square, rectangular or polygonal rough finished surface of concrete. | 115 | Sqm | - | - |
| 6 | Form work to sides and soffits of floor or roof beams, beam haunching, lintel etc rough finished surfaces of concrete flats. | 7.2 | Sqm | - | - |
| 7 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200mm thick (Horizontal or sloping) all as specified and directed. | 100 | Sqm | - | - |
| 8 | M&L for RCC M-25 design mix as in foundation, including raft, fooling foundation beams, plinth beams bases for columns and mass concrete concrete all as specified and directed. | 24.8 | Cum | - | - |
| 9 | M&L for RCC M-25 design mix as in plinth beams, roof beam, cantilivers, bressummers, lintel over 1.5m span concrete all as specified and directed. | 14.4 | Cum | - | - |
| 10 | M&L for RCC M-25 design mix as in columns, pillars, piers, posts and struts etc; concrete all as specified and directed. | 8.64 | Cum | - | - |
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