Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC 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 | ₹3.0 Cr | L1 | Accepted-AOC Being lowest |
| 2 | L2₹3.1 Cr+₹4.4 L (1.44%)Rejected-Finance | ₹3.1 Cr+₹4.4 L (1.44%) | L2 | Rejected-Finance Not being lowest |
| 3 | L3₹3.2 Cr+₹17.0 L (5.60%)Rejected-Finance MADHUPUR DIGLIPUR NORTH ANDAMAN 744202 | DIGLIPUR | NORTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744202 | ₹3.2 Cr+₹17.0 L (5.60%) | L3 | Rejected-Finance Not being lowest |
| 4 | L4₹3.2 Cr+₹20.4 L (6.70%)Rejected-Finance | ₹3.2 Cr+₹20.4 L (6.70%) | L4 | Rejected-Finance Not being lowest |
| 5 | L5₹3.7 Cr+₹62.0 L (20.4%)Rejected-Finance 9 EZRA STREET KOLKATA 700 001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | ₹3.7 Cr+₹62.0 L (20.4%) | L5 | Rejected-Finance Not being lowest |
| Sl No | Description | Qty | Unit | Island Agency L1 | Jas & Co L6 | Prasur Electricals & Engineering Co. L5 | M/s VMK Construction L2 | Binod Hawlader L3 | YP INFRA L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork excavation in all kinds of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan) but n.exc 1.5m depth, including getting out and disposal of excavated earth lead upto 50m and lift upto 1.50m complete all as specified and directed. | 4,648.72 | Cubic Metre | 275 ₹12,78,398 | 340 ₹15,80,564.8 | 245 ₹11,38,936.4 | 200 ₹9,29,744 | 250 ₹11,62,180 | 50 ₹2,32,436 Lowest |
| 2.00 | Earthwork excavation in all kinds of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan) but n.exc 1.5m depth, including getting out and disposal of excavated earth lead upto 50m and lift upto 1.50m complete all as specified and directed. (work in slushy area) | 92.12 | Cubic Metre | 485 ₹44,678.2 | 900 ₹82,908 | 285 ₹26,254.2 | 250 ₹23,030 Lowest | 400 ₹36,848 | 300 ₹27,636 |
| 3.00 | Excavating in trenches, n exc. 1.5m wide and n exc 1.5m in depth, for foundation, etc., or for shafts, wells, cesspits, manholes, pier holes, etc., n exc 10 sqm on plan and n exc. 1.5 m in depth and getting out in water or liquid mud soil complete all as specified. (work in slushy area)
Note for 2 & 3 : The rate shall include the cost of dewatering, addl. supports / formwork required for stabilizing the surrounding soil due to sliding etc., if any. | 57.75 | Cubic Metre | 550 ₹31,762.5 | 1,600 ₹92,400 | 333 ₹19,230.75 | 275 ₹15,881.25 Lowest | 400 ₹23,100 | 300 ₹17,325 |
| 4.00 | Earthwork excavation in trenches n.exc. 1.5m wide and n.exc.1.5m deep and getting out in soft / loose soil complete all as specified and directed. | 578.34 | Cubic Metre | 270 ₹1,56,151.8 | 390 ₹2,25,552.6 | 285 ₹1,64,826.9 | 250 ₹1,44,585 | 250 ₹1,44,585 | 100 ₹57,834 Lowest |
| 5.00 | Removing excavated soil to a distance exc. 50m and n.exc. 250m, depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed. | 4,759.74 | Cubic Metre | 330 ₹15,70,714.2 | 280 ₹13,32,727.2 | 195 ₹9,28,149.3 | 150 ₹7,13,961 | 170 ₹8,09,155.8 | 100 ₹4,75,974 Lowest |
| 6.00 | Removing excavated soil to a distance n.exc. 50m, depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed. | 366.54 | Cubic Metre | 425 ₹1,55,779.5 | 230 ₹84,304.2 | 175 ₹64,144.5 | 100 ₹36,654 Lowest | 125 ₹45,817.5 | 100 ₹36,654 Lowest |
| 7.00 | Rough excavation not exceeding 1.5 m deep and getting out in any type of soil etc., complete including cutting of bushes etc., complete all as specified and directed. | 2,894.63 | Cubic Metre | 265 ₹7,67,076.95 | 295 ₹8,53,915.85 | 225 ₹6,51,291.75 | 200 ₹5,78,926 | 250 ₹7,23,657.5 | 100 ₹2,89,463 Lowest |
| 8.00 | Removing excavated soil to a distance exc. 500m and n.exc. 1000m, depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed. | 2,894.63 | Cubic Metre | 340 ₹9,84,174.2 | 670 ₹19,39,402.1 | 335 ₹9,69,701.05 | 100 ₹2,89,463 Lowest | 160 ₹4,63,140.8 | 100 ₹2,89,463 Lowest |
| 9.00 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 250.65 | Cubic Metre | 180 ₹45,117 | 195 ₹48,876.75 | 122 ₹30,579.3 | 100 ₹25,065 Lowest | 170 ₹42,610.5 | 100 ₹25,065 Lowest |
| 10.00 | Forming embankments including raising (or lowering) earth, spreading in layers n.exc. 30cm thick watering, ramming / rolling and finishing to required size, shape, etc, n.exc 1.5m high from base complete all as specified and directed. (work in plain dry area).
Note: Rolling the embankment shall be with each layer compacted
by rolling with 08 to 10 tonnes power road roller and a sheep foot roller if required. Density to be achieved for each layer shall not be less than 95% of
the density obtained in the laboratory by proctor method. | 1,799 | Cubic Metre | 235 ₹4,22,765 | 340 ₹6,11,660 | 325 ₹5,84,675 | 180 ₹3,23,820 Lowest | 200 ₹3,59,800 | 200 ₹3,59,800 |
Tender Value
₹3.5 Cr
EMD Value
₹4.3 L
Closing Date
19 Jun 2026, 6:00 pmClosed
HQ CE ANZ Sri Vijaya Puram
Brichgunj Post, Junglighat PO, Pin 744103
CONSTRUCTION OF PCC PERIMETER ROAD ON SOUTHERN SIDE RUNWAY AT INS KOHASSA.
2026_MES_762365_1
801291/E8
Open Tender
Civil Works
Item Rate
550 days
Diglipur AN Island
As per tender
8 documents required · 8 mandatory
₹2,000
GE (South) Diglipur
₹4.3 L
Yes
11 Aug 2026
22 May 2026
22 Jun 2026
22 May 2026
19 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork excavation in all kinds of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan) but n.exc 1.5m depth, including getting out and disposal of excavated earth lead upto 50m and lift upto 1.50m complete all as specified and directed. | - | Cubic Metre | - | - |
| 2 | Earthwork excavation in all kinds of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan) but n.exc 1.5m depth, including getting out and disposal of excavated earth lead upto 50m and lift upto 1.50m complete all as specified and directed. (work in slushy area) | 92.12 | Cubic Metre | - | - |
| 3 | Excavating in trenches, n exc. 1.5m wide and n exc 1.5m in depth, for foundation, etc., or for shafts, wells, cesspits, manholes, pier holes, etc., n exc 10 sqm on plan and n exc. 1.5 m in depth and getting out in water or liquid mud soil complete all as specified. (work in slushy area)
Note for 2 & 3 : The rate shall include the cost of dewatering, addl. supports / formwork required for stabilizing the surrounding soil due to sliding etc., if any. | 57.75 | Cubic Metre | - | - |
| 4 | Earthwork excavation in trenches n.exc. 1.5m wide and n.exc.1.5m deep and getting out in soft / loose soil complete all as specified and directed. | - | Cubic Metre | - | - |
| 5 | Removing excavated soil to a distance exc. 50m and n.exc. 250m, depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed. | - | Cubic Metre | - | - |
| 6 | Removing excavated soil to a distance n.exc. 50m, depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed. | - | Cubic Metre | - | - |
| 7 | Rough excavation not exceeding 1.5 m deep and getting out in any type of soil etc., complete including cutting of bushes etc., complete all as specified and directed. | 2,894.63 | Cubic Metre | - | - |
| 8 | Removing excavated soil to a distance exc. 500m and n.exc. 1000m, depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed. | 2,894.63 | Cubic Metre | - | - |
| 9 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | - | Cubic Metre | - | - |
| 10 | Forming embankments including raising (or lowering) earth, spreading in layers n.exc. 30cm thick watering, ramming / rolling and finishing to required size, shape, etc, n.exc 1.5m high from base complete all as specified and directed. (work in plain dry area).
Note: Rolling the embankment shall be with each layer compacted
by rolling with 08 to 10 tonnes power road roller and a sheep foot roller if required. Density to be achieved for each layer shall not be less than 95% of
the density obtained in the laboratory by proctor method. | 1,799 | Cubic Metre | - | - |
stage.html
html • 0.06 MB
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 • 0.64 MB
Tender.pdf
Tender Documents • 2.78 MB
BOQ_858958.xls
BOQ • 0.34 MB
Corr2.pdf
PDF • 0.19 MB
Corr1.pdf
PDF • 0.15 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 .