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Tender Value
₹33.0 L
EMD Value
₹66,000
Closing Date
3 Sept 2026, 6:00 pm
Garrison Engineer Kargil
Office of the GE Kargil PIN-194103
PROVN OF RATION STORE SHELTER NEAR BLDG NO T47 FOR 8 MAHAR AT KIL REAR AND SPECIAL REPAIR TO LT PANELS LT UG CABLES ALONGWITH CONNECTED ITEMS AT VARIOUS LOCATION OF DRASS UNDER GE KARGIL
2026_MES_784331_1
CA No. GE/K-66/2026-27
Open Tender
Civil Works
Item Rate
180 days
Kargil
As per tender documents
9 documents required · 9 mandatory
₹500
GE KARGIL
₹66,000
Yes
13 Aug 2026
13 Aug 2026
4 Sept 2026
13 Aug 2026
3 Sept 2026
27 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n.exc 15cm deep and getting out hard/dense soil complete all as specified and directed by the Engg-in-Charge. | 20 | Sqm | - | - |
| 2 | M&L for stone masonry walling of random rubble, uncoursed, well bonded, bedded and solidly hearted bulit in CM 1:6 complete all as specified and directed by Engr-in-Charge. | 4.5 | Cum | - | - |
| 3Excavating in trenches in Hard and dense soil not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation, laying of cable etc not exc 10 Sq mtr on plan and not exc 1.5 mtr in depth and getting out complete all as specified and directed by the Engr-in-Charge. | |||||
| 4 | M&L for PCC type B2 1:2:4 (using 40mm graded aggregate) in foundation, filling and mass concrete complete all as specified and directed by the Engg-in-Charge. | 1.9 | Cum | - | - |
| 5 | M&L 75mm thick PCC (1:3:6) type C2 as in sub base to floor or similar works complete all as specified and directed by the Engg-in-Charge. | 20 | Sqm | - | - |
| 6 | S&F Rolled mild steel Gde Fe-290 (Gde Fe 165) as in Roof trusses (framed), trussed, purlins crane gantries, rails & fastenings & heavy brackets framimg (Beam, tee, angle, channel or flat section) including distance pieces, cleats etc complete all as specified and directed by the Engg-in-Charge. | 565 | Kg | - | - |
| 7 | S&F Rolled mild steel Gde Fe-290(Gde Fe 165) in Plates (plain or chequered) channels,angle sections, square cut or notched (ordinary & counter sunk) forming holes, with riveted, bolted or welded attachment complete all as specified and directed by the Engg-in-Charge. | 60 | Kg | - | - |
| 8 | S&F Mild steel rag or lewis bolts screwed one end, with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised length of bolt exc 15 cm and not exc 30 cm long and neck diameter 12mm complete all as specified and directed by the Engg-in-Charge. | 11.2 | Kg | - | - |
| 9 | M&L for preparation of newly untreated steel / iron surfaces of any description over 10cm in width or girth not otherwise described and painting two coat of synthetic enamel paint over a coat of red oxide complete all as specified and directed by the Engg-in-Charge. | 30 | Sqm | - | - |
| 10 | M&L for Precast cement concrete Type C1 (1:3:6) (using 20mm graded crushed stone agg) block masonary with solid blocks exc 10cm in width and setting in CM 1:4 complete all as specified and directed by the Engg-in-Charge. | 13.65 | Cum | - | - |
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