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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.3 LAccepted-AOC GURDWARA LINE SHOWROOM NO 6 DESHMESH MARKET SRI VIJAYA PURAM 744101 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹31.3 L Quoted ₹31.5 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹31.9 LRejected-Finance | ₹31.9 L | L2 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 3 | L3₹32.2 LRejected-Finance WARD NO 1 CALICUT PORT BLAIR SOUTH ANDAMAN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹32.2 L | L3 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 4 | L4₹34.3 LRejected-Finance | ₹34.3 L | L4 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 5 | L5₹34.4 LRejected-Finance MATHURA SOUTH ANDAMAN 744106 | SOUTH ANDAMAN | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744106 | ₹34.4 L | L5 | Rejected-Finance NOT BEING LOWEST BIDDER |
| Sl No | Description | Qty | Unit | SALCON ENGINEERS AND FABRICATORS L1 | T.THIYAGARAJAN L2 | GMK Traders L9 | SEVEN HILLS INDUSTRY L3 | M ABDUL HAMEED L7 | KMS CONSTRUCTION L5 | JD Construction L8 | SHUVAM CONSTRUCTION L6 | JAS CONSTRUCTION L10 | M/S SURAKSHA SECURITY SERVICES L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n exc 1.5m deep and getting out of soil in Soft/loose soil complete all as specified and as directed. | 29 | Cum | 300 ₹8,700 | 250 ₹7,250 | 380 ₹11,020 | 300 ₹8,700 | 330 ₹9,570 | 320 ₹9,280 | 350 ₹10,150 | 325 ₹9,425 | 400 ₹11,600 | 310 ₹8,990 |
| 2.00 | Excavation over areas exc 1.5m deep but not exc 3.0m deep and getting out of soil in Soft/Loose soil complete all as specified and as directed. | 2 | Cum | 300 ₹600 | 300 ₹600 | 700 ₹1,400 | 300 ₹600 | 650 ₹1,300 | 600 ₹1,200 | 700 ₹1,400 | 600 ₹1,200 | 710 ₹1,420 | 600 ₹1,200 |
| 3.00 | Excavation in trenches m exc 1.5m wide and n exc 1.5 m in depth, for foundation, etc for shafts, well, cesspits, manholes, pier holes, drains, etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out of soil in Soft/Loose soil complete all as specified and as directed. | 25.5 | Cum | 300 ₹7,650 | 310 ₹7,905 | 410 ₹10,455 | 300 ₹7,650 | 325 ₹8,287.50 | 300 ₹7,650 | 400 ₹10,200 | 300 ₹7,650 | 450 ₹11,475 | 300 ₹7,650 |
| 4.00 | M&L for Surface dressing n exc 15 cm deep in soft/Loose soil complete all as specified and as directed. | 132 | Sqm | 50 ₹6,600 | 45 ₹5,940 | 90 ₹11,880 | 100 ₹13,200 | 85 ₹11,220 | 70 ₹9,240 | 85 ₹11,220 | 70 ₹9,240 | 95 ₹12,540 | 60 ₹7,920 |
| 5.00 | Removing excavated materials to a distance n.exc. 50 m and depositing where directed at a level n exc 1.50m above the starting point in hard dense soil complete all as specififed and directed | 70.45 | Cum | 50 ₹3,522.50 | 345 ₹24,305.25 | 195 ₹13,737.75 | 200 ₹14,090 | 185 ₹13,033.25 | 170 ₹11,976.50 | 190 ₹13,385.50 | 170 ₹11,976.50 | 195 ₹13,737.75 | 160 ₹11,272 |
| 6.00 | Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed. | 25.05 | Cum | 75 ₹1,878.75 | 345 ₹8,642.25 | 460 ₹11,523 | 100 ₹2,505 | 480 ₹12,024 | 460 ₹11,523 | 460 ₹11,523 | 460 ₹11,523 | 460 ₹11,523 | 455 ₹11,397.75 |
| 7.00 | M&L PCC 1:4:8 (Type D2) using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 3.9 | Cum | 10,500 ₹40,950 | 9,000 ₹35,100 | 12,000 ₹46,800 | 8,000 ₹31,200 | 11,000 ₹42,900 | 10,000 ₹39,000 | 11,000 ₹42,900 | 11,000 ₹42,900 | 13,000 ₹50,700 | 10,000 ₹39,000 |
| 8.00 | M&L RCC M-30 (design mix) using 20 mm graded stone aggregate as in foundations, including rafts, footing foundation beams, plinth beam, base for column etc basement slab under ream piles and mass concrete complete all as specified and directed. | 14.5 | Cum | 12,500 ₹1.8 L | 14,000 ₹2.0 L | 15,500 ₹2.2 L | 12,000 ₹1.7 L | 15,000 ₹2.2 L | 14,000 ₹2.0 L | 15,000 ₹2.2 L | 15,000 ₹2.2 L | 15,500 ₹2.2 L | 14,000 ₹2.0 L |
| 9.00 | M&L RCC M-30 (design mix)using 20 mm graded stone aggregate as in Col, Padestals, Pillars post and struts etc complete all as specified and directed | 9.6 | Cum | 12,500 ₹1.2 L | 14,000 ₹1.3 L | 15,500 ₹1.5 L | 12,000 ₹1.2 L | 15,000 ₹1.4 L | 14,000 ₹1.3 L | 15,000 ₹1.4 L | 15,000 ₹1.4 L | 15,500 ₹1.5 L | 14,000 ₹1.3 L |
| 10.00 | Use and waste of form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for fair finished surfaces complete all as specified and directed. | 48 | Sqm | 450 ₹21,600 | 650 ₹31,200 | 550 ₹26,400 | 350 ₹16,800 | 550 ₹26,400 | 550 ₹26,400 | 550 ₹26,400 | 550 ₹26,400 | 550 ₹26,400 | 500 ₹24,000 |
Updated dates
Tender Value
₹34.3 L
EMD Value
₹68,600
Closing Date
22 Apr 2026, 6:00 pmClosed
GE Brichgunj Sri Vijaya Puram
GE Brichgunj Sri Vijaya Puram
PROVN OF STAGING AND PLATEFORM AND CERTAIN B/R AND E/M WORKS AT BATHUBASTI AF STN AND PROVISION OF ENTRANCE GATE FOR HQ 108 MTN BDE UNDER GE BRICHGUNJ SRI VIJAYA PURAM
2026_MES_757937_1
8767A
Open Tender
Civil Works
180 days
GE Brichgunj Sri Vijaya Puram
As per Tender Documents
9 documents required · 9 mandatory
₹500
Yes
GE Brichgunj Sri Vijaya Puram
₹68,600
Yes
13 May 2026
26 Mar 2026
24 Apr 2026
26 Mar 2026
22 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation over areas n exc 1.5m deep and getting out of soil in Soft/loose soil complete all as specified and as directed. | - | Cum | - | - | |
Excavation over areas exc 1.5m deep but not exc 3.0m deep and getting out of soil in Soft/Loose soil complete all as specified and as directed. | - | Cum | - | - | |
Excavation in trenches m exc 1.5m wide and n exc 1.5 m in depth, for foundation, etc for shafts, well, cesspits, manholes, pier holes, drains, etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out of soil in Soft/Loose soil complete all as specified and as directed. | - | Cum | - | - | |
M&L for Surface dressing n exc 15 cm deep in soft/Loose soil complete all as specified and as directed. | - | Sqm | - | - | |
Removing excavated materials to a distance n.exc. 50 m and depositing where directed at a level n exc 1.50m above the starting point in hard dense soil complete all as specififed and directed | - | Cum | - | - | |
Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed. | - | Cum | - | - | |
M&L PCC 1:4:8 (Type D2) using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | - | Cum | - | - | |
M&L RCC M-30 (design mix) using 20 mm graded stone aggregate as in foundations, including rafts, footing foundation beams, plinth beam, base for column etc basement slab under ream piles and mass concrete complete all as specified and directed. | - | Cum | - | - | |
M&L RCC M-30 (design mix)using 20 mm graded stone aggregate as in Col, Padestals, Pillars post and struts etc complete all as specified and directed | - | Cum | - | - | |
Use and waste of form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for fair finished surfaces complete all as specified and directed. | - | Sqm | - | - |
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