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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 LAdmitted-Finance C O S 1 ESS GEE COMPLEX NEAR J K BANK SONAWAR BAZAR B B CANTT SRINAGAR 190004 J K | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190004 | ₹19.3 L | L1 | Admitted-Finance |
| 2 | L2₹19.8 LAdmitted-Finance R O KHREW TEH PAMPORE DISTT PULWAMA PIN 191103 J K | PULWAMA | JAMMU AND KASHMIR | 191103 | ₹19.8 L | L2 | Admitted-Finance |
| 3 | L3₹21.4 LAdmitted-Finance | ₹21.4 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SHEIKH FEROOZ AHMAD L2 | M/S A.N CONSTRUCTIONs L1 | M/S A.M. ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in Hard/Dense soil complete all as specified and as directed by Engineer-in-Charge. | 44 | Sqm | 30 ₹1,320 Lowest | 50 ₹2,200 | 40 ₹1,760 |
| 1.01 | Earth work in excavation by mechanical means ( Hydraulic excavator) means over areas ( exceeding 30 cm in depth, 1.5 mtr in width as well as 10 Sqm on plan ) including getting out in all kind of soil and disposal of excavated earth lead up to 50mtr and lift up to 1.5mtr complete all as specified and as directed by Engineer-in-charge. | 5.5 | Cum | 230 ₹1,265 | 150 ₹825 Lowest | 250 ₹1,375 |
| 2.00 | Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 mtr in depth and getting out in any type of soil complete all as specified and as directed by Engineer-in- charge. | 61.04 | Cum | 170 ₹10,376.8 Lowest | 200 ₹12,208 | 230 ₹14,039.2 |
| 3.00 | Removing excavated material/soils to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point, complete all as spefied and as directed by Engineer-in-Charge. | 25.84 | Cum | 50 ₹1,292 Lowest | 50 ₹1,292 Lowest | 100 ₹2,584 |
| 4.00 | Material & Labour PCC 1:5:10 type D2 using 40 mm graded stone aggregates in foundation , filling and mass concrete complete all as specified and directed by Engineer-in charge. | 1.2 | Cum | 3,000 ₹3,600 | 2,000 ₹2,400 Lowest | 2,800 ₹3,360 |
| 5.00 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 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 by Engineer-in-Charge.
NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items. | 2.3 | Cum | 8,500 ₹19,550 | 8,000 ₹18,400 Lowest | 8,300 ₹19,090 |
| 6.00 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items. | 1 | Cum | 8,500 ₹8,500 | 8,000 ₹8,000 Lowest | 8,000 ₹8,000 Lowest |
| 7.00 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items. | 0.9 | Cum | 8,500 ₹7,650 | 8,000 ₹7,200 Lowest | 8,000 ₹7,200 Lowest |
| 8.00 | Material & Labour for 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 on rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge. | 30 | Sqm | 250 ₹7,500 | 200 ₹6,000 Lowest | 300 ₹9,000 |
| 9.00 | Material & Labour for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelvesincluding sup- ports, overhangs,etc. also splays between floors and beams, etc. on rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge. | 30 | Sqm | 250 ₹7,500 | 200 ₹6,000 Lowest | 300 ₹9,000 |
Tender Value
₹24.1 L
EMD Value
₹48,200
Closing Date
27 Jul 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS
SPECIAL REPAIR TO BLDG NO. T 22 and T 40 AGAINST JOB NO W/SR (Bldg)10 KHREUH 2025-26, PROVN OF CONFERENCE ROOM AGAINST JOB NO W RW 02 KHREUH 2025 26 and PROVN OF ONE BATHING POINT AGAINST JOB NO W RW-03 KHREUH 2025-26 UNDER AGE B R-III OF GE 861 EWS
2026_MES_775122_1
GE 861 EWS-26(T)/2026-27
Open Tender
Civil Works
Works
180 days
GE 861 EWS
As per NIT
8 documents required · 8 mandatory
₹500
GE 861 EWS
₹48,200
GE 861 EWS
5 Aug 2026
27 Jun 2026
30 Jul 2026
27 Jun 2026
27 Jul 2026
13 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in Hard/Dense soil complete all as specified and as directed by Engineer-in-Charge. | 44 | Sqm | - | - |
| 2 | Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 mtr in depth and getting out in any type of soil complete all as specified and as directed by Engineer-in- charge. | 61.04 | Cum | - | - |
| 3 | Removing excavated material/soils to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point, complete all as spefied and as directed by Engineer-in-Charge. | 25.84 | Cum | - | - |
| 4 | Material & Labour PCC 1:5:10 type D2 using 40 mm graded stone aggregates in foundation , filling and mass concrete complete all as specified and directed by Engineer-in charge. | 1.2 | Cum | - | - |
| 5 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 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 by Engineer-in-Charge.
NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items. | 2.3 | Cum | - | - |
| 6 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items. | 1 | Cum | - | - |
| 7 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items. | 0.9 | Cum | - | - |
| 8 | Material & Labour for 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 on rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge. | 30 | Sqm | - | - |
| 9 | Material & Labour for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelvesincluding sup- ports, overhangs,etc. also splays between floors and beams, etc. on rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge. | 30 | Sqm | - | - |
| 10 | Material & Labour for Formwork to sides of pillars, posts, struts, piers, columns and stanchions, in square, rectangular or polygonal on rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge. | 12 | Sqm | - | - |
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