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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.7 LAdmitted-Finance R O Y K PURA QAZIGUND ANANTNAG 192221 J K | ANANTNAG | JAMMU AND KASHMIR | 192221 | ₹40.7 L | L1 | Admitted-Finance |
| 2 | L2₹47.7 L+₹7.0 L (17.2%)Admitted-Finance | ₹47.7 L+₹7.0 L (17.2%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S BHAT ENGINEERS L1 | BETONG BUILDERS L2 |
|---|---|---|---|---|---|
| 1.00 | Surface dressing n. exc 15 cm deep in hard/dense soil complete all as specified and directed. | 131 | Sqm | 65 ₹8,515 Lowest | 67 ₹8,777 |
| 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 getting out in hard/dense soil complete all as specified and directed. | 46.44 | Cum | 290 ₹13,467.6 | 220 ₹10,216.8 Lowest |
| 3.00 | M&L for PCC 1:4:8 type D-2 ( Nominalmix) using 40 mm graded stone aggregate as in foundation filling and similar work complete all as specified and directed. | 6.56 | Cum | 5,500 ₹36,080 Lowest | 5,800 ₹38,048 |
| 4.00 | 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 for rough finished flat surfaces of concrete etc complete all as specified and directed. | 81.92 | Sqm | 340 ₹27,852.8 Lowest | 550 ₹45,056 |
| 5.00 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished square, rectangular or polygonal surfaces of concrete for rough finished surfaces etc complete all as specified and directed. | 77.12 | Sqm | 400 ₹30,848 Lowest | 560 ₹43,187.2 |
| 6.00 | Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, helves including sup- ports, overhangs, etc. also splays between floors and beams, etc. vertical or batter for rough finished flat surfaces of concrete complete all as specified and directed. | 31.6 | Sqm | 340 ₹10,744 Lowest | 540 ₹17,064 |
| 7.00 | Formwork to soffits of suspedded slabs such as roof slabs, floor slabs landings and similar work ,vertical or to batter for rough finished flat surfaces of concrete complete all as specified and directed. | 94.8 | Sqm | 350 ₹33,180 Lowest | 570 ₹54,036 |
| 8.00 | M&L for rough finished formwork to edges of concrete flats, treads, break in floors, window cills, concrete railings, floor and roof n.exc 20 cm wide and side of RCC/ PCC band in walls, horizantal or sloping or similar work exc 10 cm but n. exc 20 cm wide rough finished surface of concrete complete all as specified and directed. | 77.3 | RM | 60 ₹4,638 Lowest | 120 ₹9,276 |
| 9.00 | M&L TMT bars 10mm dia and over in reinforcement cut to length bent to shape required incl hooking ends and binding with MS wire (annealed) not less than 0.9mm dia complete all as specified and directed. | 2,319.96 | Kg | 125 ₹2,89,995 | 98 ₹2,27,356.08 Lowest |
| 10.00 | TMT bars for reinforcement 5mm to 10mm dia as in stirrups/spacers/binders etc. cut to length bent to shape required including bending cranking and hooking ends and binding with including MS wire not less than 0.9mm(annealed) dia complete all as specified and directed. | 560 | Kg | 125 ₹70,000 | 110 ₹61,600 Lowest |
Tender Value
₹48.8 L
EMD Value
₹98,000
Closing Date
19 Aug 2026, 6:00 pmClosed
GE 860 EWS
GE 860 EWS PIN-913860 C/O 56 APO
CONSTR OF COMBINED TOILET AND BATHROOM BLOCK WITH SOAKAGE PIT AT 212 FD WKSP COY EME, 114 INF BDE CAMP, CONSTR OF TOILET BLOCK WITH SOAKAGE PIT AT 19 ARMD REGT, OFFICE BLDG NO. T-500 AT 22 GUARDS, 626 SATA BTY, KARU, 3 IDSR, KARU AND CONSTR OF WASHIN
2026_MES_779252_1
8166/2026-27/E8
Open Tender
Civil Works
Item Rate
270 days
TANGTSE AND KARU
As per tender documents
9 documents required · 9 mandatory
₹500
Yes
₹98,000
Yes
25 Aug 2026
17 Jul 2026
22 Aug 2026
17 Jul 2026
19 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n. exc 15 cm deep in hard/dense soil complete all as specified and directed. | 131 | 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 getting out in hard/dense soil complete all as specified and directed. | 46.44 | Cum | - | - |
| 3 | M&L for PCC 1:4:8 type D-2 ( Nominalmix) using 40 mm graded stone aggregate as in foundation filling and similar work complete all as specified and directed. | 6.56 | Cum | - | - |
| 4 | 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 for rough finished flat surfaces of concrete etc complete all as specified and directed. | 81.92 | Sqm | - | - |
| 5 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished square, rectangular or polygonal surfaces of concrete for rough finished surfaces etc complete all as specified and directed. | 77.12 | Sqm | - | - |
| 6 | Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, helves including sup- ports, overhangs, etc. also splays between floors and beams, etc. vertical or batter for rough finished flat surfaces of concrete complete all as specified and directed. | 31.6 | Sqm | - | - |
| 7 | Formwork to soffits of suspedded slabs such as roof slabs, floor slabs landings and similar work ,vertical or to batter for rough finished flat surfaces of concrete complete all as specified and directed. | 94.8 | Sqm | - | - |
| 8 | M&L for rough finished formwork to edges of concrete flats, treads, break in floors, window cills, concrete railings, floor and roof n.exc 20 cm wide and side of RCC/ PCC band in walls, horizantal or sloping or similar work exc 10 cm but n. exc 20 cm wide rough finished surface of concrete complete all as specified and directed. | 77.3 | RM | - | - |
| 9 | M&L TMT bars 10mm dia and over in reinforcement cut to length bent to shape required incl hooking ends and binding with MS wire (annealed) not less than 0.9mm dia complete all as specified and directed. | 2,319.96 | Kg | - | - |
| 10 | TMT bars for reinforcement 5mm to 10mm dia as in stirrups/spacers/binders etc. cut to length bent to shape required including bending cranking and hooking ends and binding with including MS wire not less than 0.9mm(annealed) dia complete all as specified and directed. | 560 | Kg | - | - |
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