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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 | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.7 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹48.2 L+₹1.5 L (3.29%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹48.7 L+₹2.0 L (4.27%)Admitted-Finance DUDH LINE NAYAGAON VILL SHADIPUR POST SRI VIJAYA PURAM TEHSIL SOUTH ANDAMAN 744106 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744106 | L3 | Admitted-Finance | |
| 4 | L4₹49.3 L+₹2.6 L (5.65%)Admitted-Finance DAIRY FARM POST BOX NO 441 JUNGLIGHAT POST SRI VIJAYA PURAM 744103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L4 | Admitted-Finance | |
| 5 | L5₹50.6 L+₹3.9 L (8.42%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | AMR TRADERS L1 | M/s K Moorthi L6 | NAVJEEVAN ENTERPRISES L2 | M/s.Tarun Construction L4 | Sri Ram Construction L9 | M/s Prem Enterprise L5 | SK CONSTRUCTION L7 | SEVEN HILLS INDUSTRY L8 | M/S SHAJAHAN BUILDERS L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n exc 1.5 m deep and getting out in Hard/dense soil complete all as specified and as directed. | 363.53 | Cum | 450 ₹1,63,588.5 Lowest | 510 ₹1,85,400.3 | 475 ₹1,72,676.75 | 491 ₹1,78,493.23 | 500 ₹1,81,765 | 486 ₹1,76,675.58 | 465 ₹1,69,041.45 | 700 ₹2,54,471 | 505 ₹1,83,582.65 |
| 2.00 | Excavation over areas exc 1.5 m n exc. 3 m deep and getting out in Hard/dense soil complete all as specified and as directed. | 20.2 | Cum | 350 ₹7,070 Lowest | 425 ₹8,585 | 365 ₹7,373 | 378 ₹7,635.6 | 400 ₹8,080 | 400 ₹8,080 | 410 ₹8,282 | 700 ₹14,140 | 395 ₹7,979 |
| 3.00 | M&L for Plain cement concrete 1:4:8, type D2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. | 31.97 | Cum | 10,500 ₹3,35,685 Lowest | 11,600 ₹3,70,852 | 11,200 ₹3,58,064 | 11,320 ₹3,61,900.4 | 11,500 ₹3,67,655 | 11,480 ₹3,67,015.6 | 11,800 ₹3,77,246 | 12,000 ₹3,83,640 | 11,250 ₹3,59,662.5 |
| 4.00 | M&L for Reinforced cement concrete M- 30 (Design Mix) (using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation, beams; plinth beams;bases for columns, etc.;basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. | 78.58 | Cum | 14,500 ₹11,39,410 Lowest | 15,350 ₹12,06,203 | 14,750 ₹11,59,055 | 14,950 ₹11,74,771 | 15,740 ₹12,36,849.2 | 15,200 ₹11,94,416 | 15,590 ₹12,25,062.2 | 15,000 ₹11,78,700 | 15,500 ₹12,17,990 |
| 5.00 | M&L for Reinforced cement concrete M- 30 (Design Mix) (using 20mm graded stone aggregate) as in retaining walls and the like any thickness above top of footing including attached pillasters and butteresses complete all as specified and as directed. | 83.9 | Cum | 14,500 ₹12,16,550 Lowest | 15,350 ₹12,87,865 | 14,750 ₹12,37,525 | 14,950 ₹12,54,305 | 15,740 ₹13,20,586 | 15,200 ₹12,75,280 | 15,590 ₹13,08,001 | 15,000 ₹12,58,500 | 15,500 ₹13,00,450 |
| 6.00 | M&L for Use and removal of steel form work to sides of concrete foundations, footings,rafts and raft beams sides and soffits of foundation and plinth beams and similar work for flat surface complete all as specified and as directed. | 52.46 | Sqm | 450 ₹23,607 Lowest | 625 ₹32,787.5 | 475 ₹24,918.5 | 485 ₹25,443.1 | 615 ₹32,262.9 | 620 ₹32,525.2 | 640 ₹33,574.4 | 750 ₹39,345 | 490 ₹25,705.4 |
| 7.00 | M&L for Use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat rough finished surface complete all as specified and as directed. | 241.4 | Sqm | 450 ₹1,08,630 Lowest | 550 ₹1,32,770 | 475 ₹1,14,665 | 487 ₹1,17,561.8 | 600 ₹1,44,840 | 560 ₹1,35,184 | 545 ₹1,31,563 | 750 ₹1,81,050 | 495 ₹1,19,493 |
| 8.00 | M&L for Use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat fair finished surface complete all as specified and as directed. | 152 | Sqm | 450 ₹68,400 Lowest | 635 ₹96,520 | 475 ₹72,200 | 489 ₹74,328 | 680 ₹1,03,360 | 696 ₹1,05,792 | 640 ₹97,280 | 750 ₹1,14,000 | 495 ₹75,240 |
| 9.00 | M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 8,420 | Kg | 130 ₹10,94,600 Lowest | 150 ₹12,63,000 | 135 ₹11,36,700 | 141 ₹11,87,220 | 195 ₹16,41,900 | 145 ₹12,20,900 | 175 ₹14,73,500 | 160 ₹13,47,200 | 145 ₹12,20,900 |
| 10.00 | M&L for Broken stone or boulders including hand packing (any thickness) at back side of weep holes and raising or lowering to the required level complete all as specified and as directed. | 22.5 | Cum | 2,750 ₹61,875 Lowest | 3,250 ₹73,125 | 2,950 ₹66,375 | 3,120 ₹70,200 | 3,365 ₹75,712.5 | 3,150 ₹70,875 | 3,200 ₹72,000 | 4,000 ₹90,000 | 3,000 ₹67,500 |
Tender Value
₹42.8 L
EMD Value
₹86,000
Closing Date
7 Oct 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 BRICHGUNJ, SRI VIJAYA PURAM
GE BRICHGUNJ, SRI VIJAYA PURAM
SPECIAL REPAIR OF RETAINING WALL AND DRAINAGE SYSTEM BESIDE P-58 (OFFICE COMPLEX) OF 108 MTN BDE SIG COY (MBSC) AT BRICHGUNJ MIL STN, SRI VIJAYA PURAM
2026_MES_789693_1
8863A
Open Tender
Civil Works
Item Rate
180 days
GE BRICHGUNJ, SRI VIJAYA PURAM
AS PER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
Yes
GE Brichgunj Sri Vijaya Puram
₹86,000
Yes
10 Oct 2026
16 Sept 2026
9 Oct 2026
16 Sept 2026
7 Oct 2026
2 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas n exc 1.5 m deep and getting out in Hard/dense soil complete all as specified and as directed. | 363.53 | Cum | - | - |
| 2 | Excavation over areas exc 1.5 m n exc. 3 m deep and getting out in Hard/dense soil complete all as specified and as directed. | 20.2 | Cum | - | - |
| 3 | M&L for Plain cement concrete 1:4:8, type D2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. | 31.97 | Cum | - | - |
| 4 | M&L for Reinforced cement concrete M- 30 (Design Mix) (using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation, beams; plinth beams;bases for columns, etc.;basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. | 78.58 | Cum | - | - |
| 5 | M&L for Reinforced cement concrete M- 30 (Design Mix) (using 20mm graded stone aggregate) as in retaining walls and the like any thickness above top of footing including attached pillasters and butteresses complete all as specified and as directed. | 83.9 | Cum | - | - |
| 6 | M&L for Use and removal of steel form work to sides of concrete foundations, footings,rafts and raft beams sides and soffits of foundation and plinth beams and similar work for flat surface complete all as specified and as directed. | 52.46 | Sqm | - | - |
| 7 | M&L for Use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat rough finished surface complete all as specified and as directed. | 241.4 | Sqm | - | - |
| 8 | M&L for Use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat fair finished surface complete all as specified and as directed. | 152 | Sqm | - | - |
| 9 | M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 8,420 | Kg | - | - |
| 10 | M&L for Broken stone or boulders including hand packing (any thickness) at back side of weep holes and raising or lowering to the required level complete all as specified and as directed. | 22.5 | Cum | - | - |
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