Loading
Loading…
New
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Loading…
Tender ID
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₹52.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹54.5 L+₹2.1 L (4.08%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹54.8 L+₹2.4 L (4.62%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹55.3 L+₹3.0 L (5.69%)Admitted-Finance 1ST FLOOR PRABHA SHOPPING COMPLEX OLD PAHARGAON DOLLYGUNJ PORT BLAIR SOUTH ANDAMAN ANDAMAN NICOBAR 744103 UDYAM AN 01 0000143 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L4 | Admitted-Finance | |
| 5 | L5₹57.6 L+₹5.2 L (10.0%)Admitted-Finance NEAR PLAYGROUND BIRDLINE CALICUT POST PORT BLAIR 744105 | PORT BLAIR | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744105 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Island Agency L4 | K R PRAVEEN KUMAR L1 | PALANI ENTERPRISES L5 | Manas Patra Steel Fabrication L7 | Mrs UMA DEVI L3 | ABR Construction L8 | Balaji Construction And Traders L6 | Nirman Construction Company L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n exc 1.5 m in depth; for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed. | 215 | Cum | 470 ₹1,01,050 | 450 ₹96,750 | 495 ₹1,06,425 | 320 ₹68,800 Lowest | 400 ₹86,000 | 495 ₹1,06,425 | 515 ₹1,10,725 | 468 ₹1,00,620 |
| 2.00 | Excavation over areas exc 1.5 m in depth but n.exc 3.00 depth for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed. | 23 | Cum | 420 ₹9,660 | 400 ₹9,200 | 440 ₹10,120 | 350 ₹8,050 | 320 ₹7,360 Lowest | 480 ₹11,040 | 495 ₹11,385 | 416 ₹9,568 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft loose soil. Complete all as specified. | 20 | Cum | 420 ₹8,400 | 400 ₹8,000 | 440 ₹8,800 | 350 ₹7,000 | 320 ₹6,400 Lowest | 480 ₹9,600 | 495 ₹9,900 | 416 ₹8,320 |
| 4.00 | M & L for PCC 1:4:8 with type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete complete all as specified and as directed. | 29 | Cum | 12,000 ₹3,48,000 | 11,500 ₹3,33,500 Lowest | 12,652 ₹3,66,908 | 11,800 ₹3,42,200 | 12,000 ₹3,48,000 | 11,950 ₹3,46,550 | 11,950 ₹3,46,550 | 11,962 ₹3,46,898 |
| 5.00 | M&L for nominal mix RCC M-30 (using 20mm graded stone aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concretecomplete all as specified and directed | 80 | Cum | 14,000 ₹11,20,000 | 13,200 ₹10,56,000 | 14,522 ₹11,61,760 | 12,800 ₹10,24,000 Lowest | 14,000 ₹11,20,000 | 13,350 ₹10,68,000 | 15,000 ₹12,00,000 | 13,730 ₹10,98,400 |
| 6.00 | M&L for nominal mix RCC M-30 (using 20mm graded stone aggregate) in Walls, retaining walls,basement walls, ballast walls and the like; anythickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed | 83 | Cum | 14,000 ₹11,62,000 | 13,200 ₹10,95,600 Lowest | 14,522 ₹12,05,326 | 13,800 ₹11,45,400 | 14,000 ₹11,62,000 | 13,350 ₹11,08,050 | 15,000 ₹12,45,000 | 13,730 ₹11,39,590 |
| 7.00 | M&L for use and waste form work to sides of concrete foundations, footings, rafts, and raft beams sides and soffit of foundations and plinth beam and similar work for flat rough finished surface all as specified | 44 | Sqm | 500 ₹22,000 | 480 ₹21,120 Lowest | 540 ₹23,760 | 800 ₹35,200 | 500 ₹22,000 | 535 ₹23,540 | 525 ₹23,100 | 499 ₹21,956 |
| 8.00 | M&L for use and waste form work to faces of walls retaining walls, abutments, parapets and like for flat rough finishesd surface all as specified | 400 | Sqm | 540 ₹2,16,000 | 520 ₹2,08,000 | 572 ₹2,28,800 | 650 ₹2,60,000 | 500 ₹2,00,000 Lowest | 559 ₹2,23,600 | 595 ₹2,38,000 | 541 ₹2,16,400 |
| 9.00 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed | 8,350 | Kg | 150 ₹12,52,500 | 140 ₹11,69,000 Lowest | 154 ₹12,85,900 | 200 ₹16,70,000 | 150 ₹12,52,500 | 195 ₹16,28,250 | 151 ₹12,60,850 | 146 ₹12,19,100 |
| 10.00 | M&L for 110 mm bore PVC pipes as in weep holes all as specified. | 50 | Rm | 460 ₹23,000 | 450 ₹22,500 Lowest | 495 ₹24,750 | 500 ₹25,000 | 500 ₹25,000 | 450 ₹22,500 Lowest | 487 ₹24,350 | 468 ₹23,400 |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
28 Sept 2026, 6:10 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE Minniebay, Sri Vijaya Puram
GE Minniebay, Sri Vijaya Puram-744103
CONSTRUCTION OF RETAINING WALL NEAR BLDG NO P-106 AT MARCOS (SVP), PROVN OF GRILLS TO WINDOWS IN P-238 (OTM) STATIC WKSP EME UNDER AGE BR-II AND PROVN 25 X STEEL OPEN RACK FOR STORAGE OF SPARES OF STATIC WKSP EME UNDER GE MINNIEBAY, SRI VIJAYA PURAM
2026_MES_788081_1
8890/E8
Open Tender
Civil Works
Item Rate
180 days
GE Minniebay, Sri Vijaya Puram
Please refer Tender documents.
13 documents required · 13 mandatory
₹500
Yes
GE Minniebay
₹96,000
Yes
31 Oct 2026
7 Sept 2026
30 Sept 2026
7 Sept 2026
28 Sept 2026
21 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas n exc 1.5 m in depth; for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed. | 215 | Cum | 258.5 | ₹55,577.5 |
| 2 | Excavation over areas exc 1.5 m in depth but n.exc 3.00 depth for foundation, etc. and getting out in soft/loose soil complete all as specified and as directed. | 23 | Cum | 417.2 | ₹9,595.6 |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft loose soil. Complete all as specified. | 20 | Cum | 383.7 | ₹7,674 |
| 4 | M & L for PCC 1:4:8 with type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete complete all as specified and as directed. | 29 | Cum | 5,483.1 | ₹1,59,009.9 |
| 5 | M&L for nominal mix RCC M-30 (using 20mm graded stone aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concretecomplete all as specified and directed | 80 | Cum | 7,721.87 | ₹6,17,749.6 |
| 6 | M&L for nominal mix RCC M-30 (using 20mm graded stone aggregate) in Walls, retaining walls,basement walls, ballast walls and the like; anythickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed | 83 | Cum | 8,240.42 | ₹6,83,954.86 |
| 7 | M&L for use and waste form work to sides of concrete foundations, footings, rafts, and raft beams sides and soffit of foundations and plinth beam and similar work for flat rough finished surface all as specified | 44 | Sqm | 316.72 | ₹13,935.68 |
| 8 | M&L for use and waste form work to faces of walls retaining walls, abutments, parapets and like for flat rough finishesd surface all as specified | 400 | Sqm | 493.55 | ₹1,97,420 |
| 9 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed | 8,350 | Kg | 82.6 | ₹6,89,710 |
| 10 | M&L for 110 mm bore PVC pipes as in weep holes all as specified. | 50 | Rm | 332.76 | ₹16,638 |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.32 MB
Tender8890.pdf
Tender Documents • 1.08 MB
BOQ_883290.xls
BOQ • 0.26 MB
8892corri.pdf
PDF • 0.20 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .