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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹46 L
EMD Value
₹92,000
Closing Date
3 Nov 2026, 6:00 pm7d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
GE 868 EWS
GE 868 EWS PIN- 913 868 C/o 99 APO
PROVN OF COVERED SHED NEAR BLDG NO T 23 IN E ZONE ADDN ALTN OF DRAINAGE SYSTEM AND ALLIED WORKS NEAR BLDG NO T 22 IN E ZONE PROVN OF EXTERNAL ELECTRIC SUPPLY AND EXTERNAL WATER SUPPLY IN E ZONE PROVN OF TEMP TOILET BLOCK AT SFI GAGAN VIHAR PROVN OF
2026_MES_793605_1
9040/C/E8
Open Tender
Civil Works
Item Rate
180 days
RANGAPAHAR
Class D, Category a(i)
2 documents required · 2 mandatory
₹500
GE 868 EWS
₹92,000
13 Oct 2026
13 Oct 2026
5 Nov 2026
13 Oct 2026
3 Nov 2026
27 Oct 2026
13 Oct 2026 - 20 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation etc or for shafts, wells, cesspits, manhole, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | 188 | Cum | - | - |
| 2 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and as directed. | 15 | Sqm | - | - |
| 3 | Excavation over areas n.exc 1.5m deep & getting out soft/loose soil etc complete all as specified and as directed. | 15.5 | Cum | - | - |
| 4 | Excavation over areas exc 1.5m deep & n.exc 3 m deep and getting out in soft/loose soil complete all as specified and as directed. | 6.5 | Cum | - | - |
| 5 | Removing of excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all complete all as specified and as directed. | - | Cum | - | - |
| 6 | Returning filling in trenches including spreading leveling watering and well ramming in layers not exceeding 25 cm thick all complete all as specified and as directed. | 112.15 | Cum | - | - |
| 7 | M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. | 4.07 | Cum | - | - |
| 8 | M&L for RCC design Mix M-25 (using 20mm graded stone aggregate) as in foundation, including rafts, footings, foundation beams; plinth beams; bases for coloumns, etc basement slabs under reamed piles and mass concrete complete all as specified and as directed. | 5.4 | Cum | - | - |
| 9 | M&L for RCC design Mix M-25 (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed. | 0.6 | Cum | - | - |
| 10 | M&L for RCC design Mix M-25 (using 20mm graded stone aggregate) as in Slabs supported on walls,beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like complete all as specified and as directed. | 3.8 | Cum | - | - |
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