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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.8 LAccepted-AOC DAIRY FARM JUNCTION VIJAY BAUGH ROAD SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹45.8 L Quoted ₹45.9 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹46.3 LRejected-Finance | ₹46.3 L | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹47.6 LRejected-Finance 2ND CROSS DEEN STREET M G ROAD JUNGLIGHAT POST SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹47.6 L | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹50.0 LRejected-Finance | ₹50.0 L | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹50.9 LRejected-Finance NEAR OLD CCS JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹50.9 L | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | CHANDER SEKER ENTERPRISE L7 | ISLAND SALES ENTERPRISES L6 | Sree Tirumala Enterprises L1 | JD Construction L3 | SKV Engineering L5 | KCM BUILDERS & CONSTRUCTIONS (INDIA) PVT.LTD L2 | M/s Ramesh Lal L9 | CARTWHEEL CONSTRUCTION L4 | M/s K Moorthi L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc 30 cm deep and averaging 15 cm deep in any type of soil and getting out, etc complete all as specified and as directed | 525 | Sqm | 135 ₹70,875 | 120 ₹63,000 | 110 ₹57,750 | 100 ₹52,500 | 125 ₹65,625 | 100 ₹52,500 | 165 ₹86,625 | 95 ₹49,875 | 150 ₹78,750 |
| 2.00 | 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, etc complete all as specified and as directed | 4 | Cum | 500 ₹2,000 | 800 ₹3,200 | 800 ₹3,200 | 785 ₹3,140 | 795 ₹3,180 | 850 ₹3,400 | 860 ₹3,440 | 788 ₹3,152 | 795 ₹3,180 |
| 3.00 | Excavation in trenches not exc 1.5 M deep and 1.5 M width and getting out in soft or loose soil for foundation of poles (or) cable laying , etc complete all as specified and as directed | 3.5 | Cum | 500 ₹1,750 | 715 ₹2,502.50 | 700 ₹2,450 | 780 ₹2,730 | 680 ₹2,380 | 705 ₹2,467.50 | 685 ₹2,397.50 | 840 ₹2,940 | 590 ₹2,065 |
| 4.00 | Returning filling in hard/dense soil including spreading levelling watering and well ramming in layers n. exc 25cm thick , etc complete all as specified and as directed | 9.2 | Cum | 180 ₹1,656 | 200 ₹1,840 | 200 ₹1,840 | 220 ₹2,024 | 175 ₹1,610 | 180 ₹1,656 | 150 ₹1,380 | 242 ₹2,226.40 | 130 ₹1,196 |
| 5.00 | Excavation in post hole in hard/dense soil (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 not exceeding 25cm, watering, and removing surplus soil to a distance n. exc 50m and making good surface, etc complete all as specified and as directed | 10 | Each | 500 ₹5,000 | 645 ₹6,450 | 700 ₹7,000 | 595 ₹5,950 | 660 ₹6,600 | 650 ₹6,500 | 600 ₹6,000 | 609 ₹6,090 | 625 ₹6,250 |
| 6.00 | Removing excavated material (Soils) to a distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point, etc complete all as specified and as directed | 63.4 | Cum | 500 ₹31,700 | 580 ₹36,772 | 550 ₹34,870 | 550 ₹34,870 | 495 ₹31,383 | 480 ₹30,432 | 600 ₹38,040 | 551 ₹34,933.40 | 530 ₹33,602 |
| 7.00 | Removing excavated material (any type of soil) to a distance exc 100m but n. exc 200m and depositing where directed at a level n. exc 1.5m above the starting point, etc complete all as specified and as directed | 15 | Cum | 380 ₹5,700 | 440 ₹6,600 | 300 ₹4,500 | 390 ₹5,850 | 400 ₹6,000 | 330 ₹4,950 | 480 ₹7,200 | 431 ₹6,465 | 450 ₹6,750 |
| 8.00 | 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, etc complete all as specified and as directed | 72 | Cum | 4,990 ₹3.6 L | 4,500 ₹3.2 L | 4,020 ₹2.9 L | 5,000 ₹3.6 L | 5,250 ₹3.8 L | 3,980 ₹2.9 L | 6,000 ₹4.3 L | 5,040 ₹3.6 L | 4,950 ₹3.6 L |
| 9.00 | M&L Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations or mass concrete, etc complete all as specified and as directed | 0.5 | Cum | 11,330 ₹5,665 | 11,550 ₹5,775 | 11,500 ₹5,750 | 11,700 ₹5,850 | 11,950 ₹5,975 | 11,300 ₹5,650 | 12,500 ₹6,250 | 12,443 ₹6,221.50 | 11,500 ₹5,750 |
| 10.00 | M&L for cement concrete 1:2:4 type B1 (Using 20mm graded stone agrregate) as in foundation of posts, railing and similar work , etc complete all as specified and as directed | 3 | Cum | 14,800 ₹44,400 | 15,300 ₹45,900 | 14,150 ₹42,450 | 15,000 ₹45,000 | 15,250 ₹45,750 | 13,800 ₹41,400 | 14,000 ₹42,000 | 15,540 ₹46,620 | 14,500 ₹43,500 |
Tender Value
₹43.4 L
EMD Value
₹87,000
Closing Date
8 Apr 2026, 6:00 pmClosed
GE Haddo Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
PROVISION OF HARDSTANDING WITH TILES AND CONNECTED WORK NEAR BLDG NO P 10 PROVISION OF PARKING SHED NEAR BLDG NO P 284 AT HQ ANC CAMP AND PROVISION OF WALL PANELING IN CINCAN SECRETARIATE OFFICE OF COMD HQ UNDER GE HADDO SRI VIJAYA PURAM
2026_MES_748578_2
8230/E8
Open Tender
Civil Works
180 days
GE Haddo Sri Vijaya Puram
As per Tender Documents
9 documents required · 9 mandatory
₹500
GE Haddo
₹87,000
Yes
30 Apr 2026
25 Mar 2026
15 Apr 2026
25 Mar 2026
8 Apr 2026
1 Apr 2026
26 Mar 2026 - 28 Mar 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, etc complete all as specified and as directed | - | Sqm | - | - | |
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, etc complete all as specified and as directed | - | Cum | - | - | |
Excavation in trenches not exc 1.5 M deep and 1.5 M width and getting out in soft or loose soil for foundation of poles (or) cable laying , etc complete all as specified and as directed | - | Cum | - | - | |
Returning filling in hard/dense soil including spreading levelling watering and well ramming in layers n. exc 25cm thick , etc complete all as specified and as directed | - | Cum | - | - | |
Excavation in post hole in hard/dense soil (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 not exceeding 25cm, watering, and removing surplus soil to a distance n. exc 50m and making good surface, etc complete all as specified and as directed | - | Each | - | - | |
Removing excavated material (Soils) to a distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point, etc complete all as specified and as directed | - | Cum | - | - | |
Removing excavated material (any type of soil) to a distance exc 100m but n. exc 200m and depositing where directed at a level n. exc 1.5m above the starting point, etc complete all as specified and as 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, etc complete all as specified and as directed | - | Cum | - | - | |
M&L Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations or mass concrete, etc complete all as specified and as directed | - | Cum | - | - | |
M&L for cement concrete 1:2:4 type B1 (Using 20mm graded stone agrregate) as in foundation of posts, railing and similar work , etc complete all as specified and as directed | - | Cum | - | - |
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