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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.4 LAccepted-AOC DUDH LINE NAYAGAON VILL SHADIPUR POST SRI VIJAYA PURAM TEHSIL SOUTH ANDAMAN 744106 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744106 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹35.2 L+₹4.7 L (15.4%)Rejected-Finance ATR MAIN ROAD GARACHARMA II OPP MAHINDRA JADWET SHOWROOM SRI VIJAYA PURAM 744105 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | L2 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 3 | L3₹36.5 L+₹6.0 L (19.7%)Rejected-Finance | L3 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 4 | L4₹37.3 L+₹6.8 L (22.3%)Rejected-Finance | L4 | Rejected-Finance NOT BEING LOWEST BIDDER | |
| 5 | L5₹37.7 L+₹7.2 L (23.8%)Rejected-Finance | L5 | Rejected-Finance NOT BEING LOWEST BIDDER |
| Sl No | Description | Qty | Unit | RPG AND COMPANY L2 | M/s Harjas Construction & Waterproofing Co L5 | M/s Saina Enterprises L7 | M/s Kamal Electrical L4 | M/S SHAJAHAN BUILDERS L1 | Sri Ram Construction L8 | Nirman Construction Company L3 | SWASTHIK ENGINEERING WORKS L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc 15cm deep in soft/loose soil etc complete all as directed. | 107 | Sqm | 120 ₹12,840 | 150 ₹16,050 | 185 ₹19,795 | 126 ₹13,482 | 36 ₹3,852 Lowest | 140 ₹14,980 | 120 ₹12,840 | 130 ₹13,910 |
| 2.00 | Excavation in trenches n exc 1.5 m wide and n exc 1.5m in depth for foundation,etc or for shafts, wells ,cesspits, manholes pierholes etc n exc 1.5m in depth and getting out in Hard/Dense Soil complete all as specified and directed | 47 | Cum | 480 ₹22,560 Lowest | 510 ₹23,970 | 529 ₹24,863 | 480 ₹22,560 Lowest | 775 ₹36,425 | 550 ₹25,850 | 498 ₹23,406 | 550 ₹25,850 |
| 3.00 | M&L PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling complete all as specified and directed | 6 | Cum | 11,500 ₹69,000 | 12,300 ₹73,800 | 11,500 ₹69,000 | 13,200 ₹79,200 | 6,500 ₹39,000 Lowest | 13,090 ₹78,540 | 11,936 ₹71,616 | 12,425 ₹74,550 |
| 4.00 | M&L for RCC- M- 30 Design Mix as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed | 13 | Cum | 13,000 ₹1,69,000 | 13,910 ₹1,80,830 | 13,000 ₹1,69,000 | 13,800 ₹1,79,400 | 12,000 ₹1,56,000 Lowest | 14,790 ₹1,92,270 | 13,493 ₹1,75,409 | 14,046 ₹1,82,598 |
| 5.00 | M&L for RCC- M -30 Design Mix as in beams, cantilevers,bressummers, lintels over 1.5m span etc complete all as specified and asdirected | 6 | Cum | 13,000 ₹78,000 | 13,910 ₹83,460 | 13,000 ₹78,000 | 13,800 ₹82,800 | 12,000 ₹72,000 Lowest | 14,790 ₹88,740 | 13,493 ₹80,958 | 14,046 ₹84,276 |
| 6.00 | M&L for RCC- M -30 Design Mix as in columns, pillars, piers,posts and struts etc complete all as specified and as directed | 6 | Cum | 13,000 ₹78,000 | 13,910 ₹83,460 | 13,000 ₹78,000 | 13,800 ₹82,800 | 12,000 ₹72,000 Lowest | 14,790 ₹88,740 | 13,493 ₹80,958 | 14,046 ₹84,276 |
| 7.00 | M&L for RCC- M -30 Design Mix as in deck slabs and in shelves and the like etc complete all as specified and as directed | 3 | Cum | 13,200 ₹39,600 | 14,120 ₹42,360 | 13,500 ₹40,500 | 14,000 ₹42,000 | 150 ₹450 Lowest | 15,020 ₹45,060 | 13,700 ₹41,100 | 14,262 ₹42,786 |
| 8.00 | Returning, filling including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed | 24 | Cum | 200 ₹4,800 Lowest | 210 ₹5,040 | 220 ₹5,280 | 210 ₹5,040 | 350 ₹8,400 | 230 ₹5,520 | 208 ₹4,992 | 216 ₹5,184 |
| 9.00 | Removing excavated soil to a distance n.exc 50 m and depositing as directed | 23 | Cum | 200 ₹4,600 Lowest | 210 ₹4,830 | 220 ₹5,060 | 210 ₹4,830 | 350 ₹8,050 | 230 ₹5,290 | 208 ₹4,784 | 216 ₹4,968 |
| 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 | 64 | Sqm | 590 ₹37,760 Lowest | 630 ₹40,320 | 650 ₹41,600 | 620 ₹39,680 | 650 ₹41,600 | 670 ₹42,880 | 612 ₹39,168 | 637 ₹40,768 |
Tender Value
₹35.4 L
EMD Value
₹71,000
Closing Date
26 Feb 2026, 6:00 pmClosed
GE Brichgunj Sri Vijaya Puram
GE Brichgunj Junglighat (PO) Sri Vijaya Puram-744103
PROVN OF ADM STORE AT TECH AREA OF 282 (I) FD WKSP COY EME BRICHGUNJ MIL STN PORT BLAIR AND PROVN OF SIGN BOARD FOR E/M INSTALLATION BSO YARD AND OTHER IMPORTANT ASSESTS UNDER AGE B/R-I SRI VIJAYA PURAM
2026_MES_751680_1
8725A
Open Tender
Civil Works
Item Rate
180 days
GE Brichgunj Sri Vijaya Puram
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
Yes
GE Brichgunj Sri Vijaya Puram
₹71,000
11 Aug 2026
6 Feb 2026
28 Feb 2026
6 Feb 2026
26 Feb 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n.exc 15cm deep in soft/loose soil etc complete all as directed. | 192 | Sqm | - | - |
| 2 | Excavation in trenches n exc 1.5 m wide and n exc 1.5m in depth for foundation,etc or for shafts, wells ,cesspits, manholes pierholes etc n exc 1.5m in depth and getting out in Hard/Dense Soil complete all as specified and directed | 18.52 | Cum | - | - |
| 3 | M&L PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling complete all as specified and directed | 3.38 | Cum | - | - |
| 4 | M&L for RCC- M- 30 Design Mix as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed | 8.64 | Cum | - | - |
| 5 | M&L for RCC- M -30 Design Mix as in beams, cantilevers,bressummers, lintels over 1.5m span etc complete all as specified and asdirected | 7.87 | Cum | - | - |
| 6 | M&L for RCC- M -30 Design Mix as in columns, pillars, piers,posts and struts etc complete all as specified and as directed | 3.1 | Cum | - | - |
| 7 | M&L for RCC- M -30 Design Mix as in deck slabs and in shelves and the like etc complete all as specified and as directed | 3.96 | Cum | - | - |
| 8 | M&L for RCC- M -30 Design Mix as chajjas etc complete all as specified and as directed | 0.91 | Cum | - | - |
| 9 | Returning, filling including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed | 11.11 | Cum | - | - |
| 10 | Removing excavated soil to a distance n.exc 50 m and depositing as directed | 7.41 | Cum | - | - |
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