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Tender Value
₹43.1 L
EMD Value
₹86,200
Closing Date
22 Sept 2026, 6:00 pm7d left
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
SPL REPAIR TO BLDG NO T 56 OF HOSPITAL AREA AND PROVN OF RCC SLABS COVER FOR DRAINAGE SYSTEM PROVISIONED AROUND THE NEW KLP BLDG OF HOSPITAL AREA, HARDSTANDING WITH PAVER BLOCKS IN FRONT OF SP 41 AND 01 X BATHROOM ALONGWITH 01 X WC NEAR EXISTING BLDG
2026_MES_786768_1
8893/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹86,200
Yes
22 Sept 2026
28 Aug 2026
24 Sept 2026
28 Aug 2026
22 Sept 2026
15 Sept 2026
29 Aug 2026 - 4 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 47.93 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 27.2 | Cum | - | - |
| 3 | M&L for Sand filling under floors or in foundation including watering and consolidated and compacted with clean dry sand complete all as specified and directed. | 2.5 | Cum | - | - |
| 4 | Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. | 13.53 | Cum | - | - |
| 5 | Removing excavated material (soil) exc 250m but n exc 500m and depositing where directed complete all as specified and directed. | 7.2 | Cum | - | - |
| 6 | M&L for hardcore of gauge n.exc. 63 mm, with broken stone or boulder, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surfaces complete all as specified and directed. | 2 | Cum | - | - |
| 7 | M&L for cement concrete 1:4:8 type D2,using 40mm graded crushed stone aggregate as in foundations filling and mass concrete complete all as specified and directed. | 7.1 | Cum | - | - |
| 8 | M&L for PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in copping and filling in back of chowkat the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. | 2.5 | Cum | - | - |
| 9 | M&L for PCC type C1,1:3:6 using 20mm graded crushed stone agg,in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. | 0.5 | Cum | - | - |
| 10 | M&L for Providing precast ce- ment concrete type B1, 1:2:4 using 20mm graded crushed stone aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces etc. and setting in cement mortar 1:6 complete with joints to match complete all as specified and directed. | 18 | Cum | - | - |
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