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Tender Value
₹19.5 L
EMD Value
₹39,000
Closing Date
20 Jul 2026, 6:00 pm
GE 861 EWS
GE 861 EWS
SPECIAL REPAIR TO BLDG Nos P-1, P-17, T-34 andT-25 AGAINST JOB NO. W/SR-03 (BLDG) KHANABAL UNDER AGE B/R (P) OF GE 861 EWS
2026_MES_775105_1
GE 861 EWS-20(T)/2026-27
Open Tender
Civil Works
180 days
GE 861 EWS
As per NIT
8 documents required · 8 mandatory
₹500
GE 861 EWS
₹39,000
GE 861 EWS
27 Jun 2026
27 Jun 2026
23 Jul 2026
27 Jun 2026
20 Jul 2026
13 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of CGI/PGI Sheet fixed with screws as in roof covering complete all as specified and directed by Engineer-in-Charge. | 375 | Sqm | - | - |
| 2 | Supply & Fixing Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge. | 350 | Sqm | - | - |
| 3 | Supply & Fixing Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge. | 25 | Sqm | - | - |
| 4 | Dismantling boarding, any description, fixed in any position with nails | 106.85 | Sqm | - | - |
| 5 | Supply & Fixing 15 mm thIck 2nd class softwood boarding planed one side with butt joint with nails in any situation complete all as specified and directed by Engineer-in-Charge. | 37.85 | Sqm | - | - |
| 6 | Material & Labour weather boarding in 2nd class hardwood, clean swan, plain, 20 mm thick or feather edges, 15 mm to 20 mm thick and fixed with 30 mm laps joints complete all as specified and directed by Engineer-in-Charge. | 69 | Sqm | - | - |
| 7 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) 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. | 185.9 | Sqm | - | - |
| 8 | 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. | 11.04 | Cum | - | - |
| 9 | Material & Labour for 75mm thick Cement concrete type C-2, 1:3:6 (20mm graded stone aggregate) as in sub base complete all as specified and directed by Engineer-in-Charge. | 22.5 | Sqm | - | - |
| 10 | Material & Labour for 25 mm thick PCC in Cement Mortar 1:2:4 Type B-0 (using 12.5 mm graded stone aggregate) as in sub base of floor complete all as specified and directed by Engineer-in-Charge. | 185.9 | Sqm | - | - |
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