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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Admit to open |
| 2 | Accepted-Technical | Accepted-Technical Admit to open |
| 3 | Accepted-Technical | Accepted-Technical Admit to open |
| 4 | Accepted-Technical 1 BIBMLITAN VILLAGE BIBMLITAN PORTBLAIR SOUTH ANDAMAN ANDAMAN NICOBAR 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | Accepted-Technical Admit to open |
| 5 | Accepted-Technical | Accepted-Technical Admit to open |
Tender Value
₹46.7 L
EMD Value
₹93,400
Closing Date
3 Nov 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE Haddo Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
ADDN AND ALTN TO PARAPET WALL ALONG THE ROAD TOWARDS ASHOKA BUILDING AND MAIN ROAD OF NSRY (SVP) AND PROVN OF TOILETS/ URINALS AT NSRY UNDER GE HADDO, SRI VIJAYA PURAM
2026_MES_793888_1
8388/E8
Open Tender
Civil Works
Item Rate
180 days
GE Haddo Sri Vijaya Puram
Class D and Category a(i)
9 documents required · 9 mandatory
₹500
GE Haddo
₹93,400
Yes
5 Nov 2026
14 Oct 2026
5 Nov 2026
14 Oct 2026
3 Nov 2026
28 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 in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out complete all as specified and directed | 18 | Cum | - | - |
| 2 | Excavation over areas, n exc 1.5 m deep and getting out in hard dense soil complete all as specified and as directed. | 36 | Cum | - | - |
| 3 | Excavation in post holes(or similar holes) each n. exc 0.5 Cum getting out returning filling in and ramming earth or broken rubble mixed with earth around in layers n. exc exc 25 cm watering and removing surplus soil to a distance n exc 50 m and making good surface as in soft/loose soil complete all as specified and as directed. | 20 | Each | - | - |
| 4 | M&L for returning filling in hard/dense soil including spreading levelling watering and well ramming in layers n. exc 25cm thick complete all as specified and directed | 13.5 | Cum | - | - |
| 5 | Removing excavated soil to a distance not exc 50M and depositing where directed at level not exc 1.5 m above starting point complete all as specified and directed. | 51 | Cum | - | - |
| 6 | M&L for PCC type D2 (1:4:8) (using 40 mm graded stone aggregate) as in foundation filling and mass concrete all as specified and as directed. | 8 | Cum | - | - |
| 7 | M&L for cement concrete Type C-1, 1:3:6 (using 20 mm graded stone aggregate) in post foundation, foundation and mass concrete all as specified and directed | 2 | Cum | - | - |
| 8 | M&L precast cement concrete block masonry exc. 10 cm width with solid block C1 (1:3:6) (using 20 mm graded stone aggregate) and setting in cement mortar (1:6) complete all as specified and as directed. | 30 | Cum | - | - |
| 9 | M&L precast cement concrete block masonry 10 cm width with solid block PCC 1:3:6 type C1 (using 20 mm graded stone aggregate) and setting in cement mortar 1:4 all as specified | 18 | Sqm | - | - |
| 10 | M&L for rendering 15 mm thick cement plaster in CM 1:4 with WPC on fair faces of brick work or concrete surfaces at any height with neccesary scafoldings, finished even smooth without using extra cement etc complete all as specified and as directed. | 110 | Sqm | - | - |
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