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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 | Accepted-Technical Admit to open |
| 5 | Accepted-Technical OPP MARUTI SERVICE CENTRE SARACHARMA POST SRI VIJAYA PURAM 744 105 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | Accepted-Technical Admit to open |
Tender Value
₹43.3 L
EMD Value
₹86,600
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
PROVISION OF WATER SCOOTER PARKING SHED NEAR JETTY MAIN GATE AT COAST GUARD UNDER GE HADDO, SRI VIJAYA PURAM
2026_MES_793831_1
8370/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
₹86,600
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 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out Soft/loose soil, etc complete all as specified. | 260.75 | Sqm | - | - |
| 2 | Rough excavation not exceeding 1.5 m deep and getting out in hard / dense soil, cutting by chisel or mechanical plant, etc complete all as specified. | 43.5 | Cum | - | - |
| 3 | Excavation in trenches for foundation n.exc 1.5 meter wide and n exc. 1.5 meter depth and not exc. 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed. | 26.08 | Cum | - | - |
| 4 | Returning, filling in approved earth including spreading, levelling watering and well ramming in layers n.exc 25cm in foundation in hard/dense soil complete all as specified and directed. | 21.4 | Cum | - | - |
| 5 | Removing excavated material soil n.exc 50 m and depositing where directed at a level n.exc 1.5 mm above the starting point complete all as specified and directed. | 61.18 | Cum | - | - |
| 6 | Material and labour for broken stone or boulders hardcore of gauge n exc 63 mm but n exc 100mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rolled/ rammed to a true surface, etc complete all as specified. | 60.3 | Cum | - | - |
| 7 | M&L for Hand packing (any thicknes) at back of walls etc with broken stone or boulders and raising (or lowering) to the required level complete all as specified. | 24.5 | Cum | - | - |
| 8 | M&L for cement concrete 1:3:6 type C2, using 40mm graded stone aggregate in foundation filling and mass concrete etc, complete all as specified and as directed. | 8.7 | Cum | - | - |
| 9 | M&L Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations or mass concrete complete all as specified and as directed | 3.79 | Cum | - | - |
| 10 | Material and labour reinforced cement concrete Design Mix M-30 (20mm graded agg) Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc complete all as spd and directed. | 15.48 | Cum | - | - |
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