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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAdmitted-Finance | ₹7.0 L | L1 | Admitted-Finance |
| 2 | L2₹8.0 L+₹94,268 (13.4%)Admitted-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 | ₹8.0 L+₹94,268 (13.4%) | L2 | Admitted-Finance |
| 3 | L3₹9.4 L+₹2.4 L (33.8%)Admitted-Finance KHREW PULWAMA JAMMU AND KASHMIR 191103 | PULWAMA | PULWAMA | JAMMU AND KASHMIR | 191103 | ₹9.4 L+₹2.4 L (33.8%) | L3 | Admitted-Finance |
| 4 | L4₹9.9 L+₹2.9 L (40.5%)Admitted-Finance R O KHREW TEH PAMPORE DISTT PULWAMA PIN 191103 J K | PULWAMA | JAMMU AND KASHMIR | 191103 | ₹9.9 L+₹2.9 L (40.5%) | L4 | Admitted-Finance |
| 5 | L5₹10.6 L+₹3.6 L (51.0%)Admitted-Finance | ₹10.6 L+₹3.6 L (51.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SHEIKH FEROOZ AHMAD L4 | M/S MAHIR MUNEER L1 | MS BHAT BROTHERS L3 | M/S A.M. ENTERPRISES L5 | M/S U.K. ENTERPRISES L6 | M/S A.N CONSTRUCTIONs L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition cement concrete (unreinforced) in ground floor and pavings not exceeding 15cm thickness below or above ground level with and including removing rubbish material from building and thrown in low lying empty area complete all as specified and as directed by Engineer-in-charge. | 115.2 | Cum | 580 ₹66,816 | 60 ₹6,912 Lowest | 200 ₹23,040 | 650 ₹74,880 | 150 ₹17,280 | 100 ₹11,520 |
| 2.00 | Material & Labour for 100 mm thick PCC 1:4:8 ,Type-D2 ,using 40mm graded stone aggregates as in sub base of flooring complete all as specified and directed by Engineer-in-Charge. | 768 | Sqm | 400 ₹3,07,200 | 300 ₹2,30,400 Lowest | 470 ₹3,60,960 | 450 ₹3,45,600 | 550 ₹4,22,400 | 300 ₹2,30,400 Lowest |
| 3.00 | Material & Labour for 100mm thick Cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in hard standing laid in panels finished even &smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. | 768 | Sqm | 750 ₹5,76,000 | 590 ₹4,53,120 Lowest | 620 ₹4,76,160 | 790 ₹6,06,720 | 850 ₹6,52,800 | 700 ₹5,37,600 |
| 4.00 | Material & Labour for Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings,openings in concrete walls,floor and roofs not exceeding 20cm wide and sides of RCC/ PCC bands in walls,horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide with rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge. | 126 | RM | 150 ₹18,900 | 50 ₹6,300 Lowest | 100 ₹12,600 | 100 ₹12,600 | 120 ₹15,120 | 50 ₹6,300 Lowest |
| 5.00 | Material & Labour for forming 20 mm thick expansion joints with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ for 150mm thickness concrete flooring complete all as specified and directed by Engineer-in-Charge. | 25.9 | 10 RM | 800 ₹20,720 | 300 ₹7,770 Lowest | 2,700 ₹69,930 | 920 ₹23,828 | 450 ₹11,655 | 500 ₹12,950 |
Tender Value
₹11.7 L
EMD Value
₹23,500
Closing Date
27 Jul 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS
SPECIAL REPAIR OF HARDSTANDING OF VEH REPAIR BAY AGAINST JOB NO. W/SR(BLDG)-07/STN HQ KHUNMOH/2025-2026 AT KHUNMOH GRN UNDER GE 861 EWS
2026_MES_775063_1
GE 861 EWS-22(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
₹23,500
GE 861 EWS
9 Sept 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 | Demolition cement concrete (unreinforced) in ground floor and pavings not exceeding 15cm thickness below or above ground level with and including removing rubbish material from building and thrown in low lying empty area complete all as specified and as directed by Engineer-in-charge. | 115.2 | Cum | - | - |
| 2 | Material & Labour for 100 mm thick PCC 1:4:8 ,Type-D2 ,using 40mm graded stone aggregates as in sub base of flooring complete all as specified and directed by Engineer-in-Charge. | 768 | Sqm | - | - |
| 3 | Material & Labour for 100mm thick Cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in hard standing laid in panels finished even &smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. | 768 | Sqm | - | - |
| 4 | Material & Labour for Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings,openings in concrete walls,floor and roofs not exceeding 20cm wide and sides of RCC/ PCC bands in walls,horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide with rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge. | 126 | RM | - | - |
| 5 | Material & Labour for forming 20 mm thick expansion joints with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ for 150mm thickness concrete flooring complete all as specified and directed by Engineer-in-Charge. | 25.9 | 10 RM | - | - |
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