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Tender Value
₹34.5 L
EMD Value
₹69,000
Closing Date
13 Jul 2026, 6:00 pm5d left
GE Dinjan No 2
GE Dinjan No 2 Post Dinjan Dist Tinsukia Assam Pin 786 189
PROVN OF PERIMETER FENCING OF A1 DEFENCE LAND MEASURING 2.26 ACRES IN GEN AREA GELLAPUKHRI,TINSUKIA,ASSAM UNDER GE DINJAN NO.2
2026_MES_773858_1
8958/E8
Open Tender
Civil Works
180 days
As per NIT
Pls Refer Tender Documents
9 documents required · 9 mandatory
₹500
GE Dinjan No 2
₹69,000
Yes
22 Jun 2026
22 Jun 2026
21 Jul 2026
22 Jun 2026
13 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15 cm deep getting out soft/loose soil ( Including site clearance & removing unwanted bushes ) and making smooth surface complete all as specified & directed | 7,800 | Sqm | - | - |
| - | Excavating soft/loose soil in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers notexceeding 25 cm, | 240 | Each | - | - |
| - | 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 soft/loose soil. | 27.91 | Cum | - | - |
| - | M&L for PCC 1:2:4 Type B2 (using 12.5 mm graded aggregate) as in mass concrete for hume pipe foundations, filling and mass concrete. | 1.8 | Cum | - | - |
| - | M&L for PCC 1:4:8 Type D2 (using 40 mm graded aggregate) as in mass concrete for hume pipe foundations, filling and mass concrete. | 47 | Cum | - | - |
| - | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter | 4 | Sqm | - | - |
| - | M & L for formwork to sides of pillars, posts, struts, piers, columns and stanchions | 25 | Sqm | - | - |
| - | M & L for RCC 1:2:4 type B1 as in foundation, including raft footings, foundation beams, plinth beams, bases for column etc., basement slabs, underreamed piles and mass
concrete. | 2.5 | Cum | - | - |
| - | M & L for RCC 1:2:4 type B1 as Beams, cantilevers, lintels, columns pillars, piers, posts, struts, chullah hoods, stair case, arches, domes, vaults, shell roofs, arch ribs, folded plates, slabs, balconies, canopies, deck slabs etc. or in similar articles . | 1.5 | Cum | - | - |
| - | M & L for TMT bars 10mm dia and over, cut tolength, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips | 200 | Kg | - | - |
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