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Tender Value
₹37.1 L
EMD Value
₹74,200
Closing Date
3 Sept 2026, 6:00 pm
GE LALGARH JATTAN
GE LALGARH JATTAN - 335037 RAJASTHAN
PROVN OF CERTAIN REVENUE AND MINOR WORKS PART I AT LGJ MIL STN UNDER GE LALGARH JATTAN
2026_MES_784647_1
8937-30/GE/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE LALGARH JATTAN
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE LALGARH JATTAN
₹74,200
Yes
14 Aug 2026
14 Aug 2026
5 Sept 2026
14 Aug 2026
3 Sept 2026
29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for Excavating in post holes (or similar holes) each not exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exc 50m and making good surface, work in Hard/dense soil, complete all as specified. | 14 | Each | - | - |
| 2 | M&L for PCC (1:3:6) type C-2, using 40 mm graded stone aggregate in fdn mass concrete. | 3.78 | Cum | - | - |
| 3 | S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240complete all as specified and directed. | 2,417.9 | Kg | - | - |
| 4 | S&F for preparation of new steel surfaceof any description over 10cm width or girth & applying two coats of synthetic enamel paint over a coat of Red oxide primer complete all as specified and directed. | 60 | Sqm | - | - |
| 5 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall fixed with self tapping screws as specified | 202.4 | Sqm | - | - |
| 6 | S&F pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm 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 & directed. | 12 | Sqm | - | - |
| 7 | Excavation in trenches, n exc1.5 m wide and n exc 1.5 m in depth; for foundation, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft & loose soil complete all as specified and directed by Engineer-in-Charge. | 16.1 | Cum | - | - |
| 8 | Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed by Engineer-in-Charge. | 9.82 | Cum | - | - |
| 9 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-Charge. | 6.28 | Cum | - | - |
| 10 | Material and labour for Cement concrete 1:4:8 type D2 using 40 mm graded mechanically crushed stone aggregate in foundations complete all as specified and directed by Engineer-in-Charge. | 2.3 | Cum | - | - |
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