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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.9 LAdmitted-Finance R O Y K PURA QAZIGUND ANANTNAG 192221 J K | ANANTNAG | JAMMU AND KASHMIR | 192221 | ₹49.9 L | L1 | Admitted-Finance |
| 2 | L2₹50.3 L+₹46,590.66 (0.93%)Admitted-Finance | ₹50.3 L+₹46,590.66 (0.93%) | L2 | Admitted-Finance |
| 3 | L3₹52.5 L+₹2.6 L (5.30%)Admitted-Finance BALSOO KULGAM ANANTHNAG JAMMU KASHMIR 192232 UDYAM JK 11 0004326 | KULGAM | JAMMU AND KASHMIR | 192232 | ₹52.5 L+₹2.6 L (5.30%) | L3 | Admitted-Finance |
| 4 | L4₹55.5 L+₹5.6 L (11.2%)Admitted-Finance | ₹55.5 L+₹5.6 L (11.2%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Due to firm not uploaded his enlistment and annual turnover, bank solvency, working capital as per Para 1.4 and 1.5 of Section 1 of MES Mannual of Contracts 2020. |
| Sl No | Description | Qty | Unit | M/S MUHIBULFUKARA ENTERPRISES L4 | M/S BHAT ENGINEERS L1 | M/S BILAL AHMAD BHAT L2 | M/S SHEIKH CONSTRUCTION CO L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n. exc 15 cm deep in hard/dense soil complete all as specified and directed. | 53 | Sqm | 90 ₹4,770 | 70 ₹3,710 Lowest | 80 ₹4,240 | 90 ₹4,770 |
| 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 sqm on plan and getting out in hard/dense soil complete all as specified and directed. | 181.65 | Cum | 310 ₹56,311.5 | 290 ₹52,678.5 Lowest | 300 ₹54,495 | 310 ₹56,311.5 |
| 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. | 1.9 | Cum | 8,000 ₹15,200 | 5,900 ₹11,210 Lowest | 6,000 ₹11,400 | 8,000 ₹15,200 |
| 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. | 30.84 | Sqm | 450 ₹13,878 | 400 ₹12,336 Lowest | 420 ₹12,952.8 | 450 ₹13,878 |
| 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. | 21.6 | Sqm | 450 ₹9,720 | 400 ₹8,640 Lowest | 420 ₹9,072 | 450 ₹9,720 |
| 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. | 29.16 | Sqm | 420 ₹12,247.2 | 400 ₹11,664 Lowest | 420 ₹12,247.2 | 420 ₹12,247.2 |
| 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. | 44.07 | Sqm | 400 ₹17,628 | 390 ₹17,187.3 Lowest | 400 ₹17,628 | 400 ₹17,628 |
| 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. | 28.6 | RM | 75 ₹2,145 | 70 ₹2,002 Lowest | 75 ₹2,145 | 75 ₹2,145 |
| 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. | 1,068.03 | Kg | 140 ₹1,49,524.2 | 129 ₹1,37,775.87 Lowest | 135 ₹1,44,184.05 | 135 ₹1,44,184.05 |
| 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. | 256.59 | Kg | 145 ₹37,205.55 | 134 ₹34,383.06 Lowest | 140 ₹35,922.6 | 140 ₹35,922.6 |
Tender Value
₹47.8 L
EMD Value
₹96,000
Closing Date
7 Aug 2026, 6:00 pmClosed
GE 860 EWS
GE 860 EWS PIN-913860 c/o 56 APO
PROVN OF DIESEL GENR OF CAPACITY 125 KVA WITH REQD ELECTRICITY FITTING ANCILLARIES AND CONNECTION AND CONSTR OF COMBINED TOILET AND BATHROOM BLOCK WITH SOAKAGE PIT AT TANGTSE AGE BR-III UNDER GE 860 EWS
2026_MES_779264_1
8170/2026-27/E8
Open Tender
Civil Works
Item Rate
270 days
TANGTSE
As per tender documents
9 documents required · 9 mandatory
₹500
GE 860 EWS Karu
₹96,000
Yes
3 Sept 2026
17 Jul 2026
10 Aug 2026
17 Jul 2026
7 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. | 53 | 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 sqm on plan and getting out in hard/dense soil complete all as specified and directed. | 181.65 | 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. | 1.9 | 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. | 30.84 | 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. | 21.6 | 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. | 29.16 | 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. | 44.07 | 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. | 28.6 | 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. | 1,068.03 | 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. | 256.59 | Kg | - | - |
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