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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical SHOP NO 2 A PALANI CONTRACTOR BAMBOOFLAT NEAR SBI BAMBOOFLAT SOUTH ANDAMAN ANDAMAN NICOBAR 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | Accepted-Technical Being eligible |
| 2 | Accepted-Technical | Accepted-Technical Being eligible |
| 3 | Accepted-Technical 956 2 CHANDERSEKER ENTERPRISE OPP MARICAR HOSPITAL OLD CCS JUNGLIGHAT SOUTH ANDAMAN ANDAMAN NICOBAR 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | Accepted-Technical Being eligible |
| 4 | Accepted-Technical 2ND CROSS DEEN STREET M G ROAD JUNGLIGHAT POST SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | Accepted-Technical Being eligible |
| 5 | Accepted-Technical 01 AALAM E NOOR UI MASJID OLD PAHAR GAON DOLLYGUNJ POLYTECHNIC ROAD SOUTH ANDAMAN ANDAMAN NICOBAR 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | Accepted-Technical Being eligible |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
11 May 2026, 6:00 pmClosed
GE Haddo Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
PROVN OF HARDSTANDING WITH PCC FLOORING IN FRONT OF BLDG NO P3 UNDER GE HADDO SRI VIJAYA PURAM
2026_MES_761049_1
8246/E8
Open Tender
Civil Works
Item Rate
180 days
GE Haddo Sri Vijaya Puram
AS PER ENIT
9 documents required · 9 mandatory
₹500
GE Haddo
₹87,000
Yes
3 Jul 2026
20 Apr 2026
18 May 2026
20 Apr 2026
11 May 2026
4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Surface excavation n. exc 30 cm deep and averaging 15 cm deep in any type of soil and getting out complete all as specified and directed | - | Sqm | - | - |
| - | Excavation in trenches n. exc 1.5m wide and exc 1.5m in depth but n. exc 3m 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 | - | Cum | - | - |
| - | 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 | - | Cum | - | - |
| - | Removing excavated material (any type of soil) to a distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed | - | Cum | - | - |
| - | M&L for hardcore of broken stone or boulders of gauge n. exc 63 mm deposited spread and levelled in layers n. exc 15 cm thick watered and rammed to a true surface | - | Cum | - | - |
| - | M&L for 100mm thick PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in path finish the top surfaces even and rough to receive top layer complete all as specified and directed | - | Sqm | - | - |
| - | M&L for 100mm thick PCC 1:2:4 type B1 (Using 20mm graded stone aggregate) as in hardstanding/path laid in panels, finish the top surfaces even and fair complete including filling the joints with mastic compound all as specified and directed | - | Sqm | - | - |
| - | M&L for Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified | - | Sqm | - | - |
| - | M&L for PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) as in coping, edging including necessary form work complete all as specified | - | Cum | - | - |
| - | M&L for plain cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) as in surface channel or drain or benching in manhole including necessary formwork complete all as specified and directed | - | Cum | - | - |
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