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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-AOC C O AMBU HOTEL NEAR GOVT POLYTECHNIC DOLLY GUNJ PORT BLAIR 744 103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹3.6 Cr | L1 | Accepted-AOC Being lowest bidder. |
| 2 | L2₹3.8 Cr+₹17.5 L (4.85%)Rejected-AOC | ₹3.8 Cr+₹17.5 L (4.85%) | L2 | Rejected-AOC Not being lowest bidder. |
| 3 | L3₹3.8 Cr+₹23.1 L (6.42%)Rejected-AOC | ₹3.8 Cr+₹23.1 L (6.42%) | L3 | Rejected-AOC Not being lowest bidder. |
| 4 | L4₹4.0 Cr+₹39.7 L (11.0%)Rejected-AOC | ₹4.0 Cr+₹39.7 L (11.0%) | L4 | Rejected-AOC Not being lowest bidder. |
| Sl No | Description | Qty | Unit | SACKSON ENTERPRISES L3 | P NAIDU L2 | City Constructie Pvt Ltd L1 | M/s VMK Construction L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc [not exceeding) 30 cm deep and averaging 15cm deep and getting out in any type of soil [ For creating kattcha approach track to the site) complete all as specified and directed by Engineer-in-charge . | 4,215.07 | Sqm | 60 ₹2,52,904.2 | 80 ₹3,37,205.6 | 30 ₹1,26,452.1 | 25 ₹1,05,376.75 Lowest |
| 2.00 | M&L Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any kind of soil depth nexc 1.50m ,exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m complete all as specified and directed by Engineer-in-charge . | 1,034.62 | Cum | 100 ₹1,03,462.5 Lowest | 400 ₹4,13,850 | 900 ₹9,31,162.5 | 220 ₹2,27,617.5 |
| 3.00 | M&L Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any kind of soil depth exceeding 1.50 m but n exc 3.00 , 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed by Engineer-in-charge . | 1,850.1 | Cum | 180 ₹3,33,018 Lowest | 400 ₹7,40,040 | 900 ₹16,65,090 | 250 ₹4,62,525 |
| 4.00 | M&L Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any kind of soil depth exceeding 3.0 m but n exc 4.50 m , 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed by Engineer-in-charge . | 941.1 | Cum | 250 ₹2,35,275 Lowest | 400 ₹3,76,440 | 900 ₹8,46,990 | 300 ₹2,82,330 |
| 5.00 | M&L Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any kind of soil depth exceeding 4.50 m but n exc 6.00 m , 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed by Engineer-in-charge .
NOTE :- The soil so excavated from item no 1 to 5 shall be removed outside def land by the contractor on his own arrangement and credit shall be recovered for the same. Rate for removal of the soil upto 50m is included in the rates considered for the respective items. Excavated soil meeting the requirements laid down for reinforced soil fill shall be stacked separately and used for forming embankment as approved by the Engineer-in-Charge. | 137.7 | Cum | 300 ₹41,310 Lowest | 400 ₹55,080 | 900 ₹1,23,930 | 325 ₹44,752.5 |
| 6.00 | M&L for Cement concrete type B2 1:2:4 in foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-charge . | 192 | Cum | 10,500 ₹20,16,000 | 9,000 ₹17,28,000 Lowest | 10,000 ₹19,20,000 | 10,000 ₹19,20,000 |
| 7.00 | M & L for Forming embankments including raising earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base, complete all as specified and directed by Engineer in Charge. | 2,244.74 | Cum | 200 ₹4,48,947 Lowest | 350 ₹7,85,657.25 | 400 ₹8,97,894 | 200 ₹4,48,947 Lowest |
| 8.00 | M & L for Forming embankments including raising earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 1.5 m but n exc 3.00 m high from base, complete all as specified and directed by Engineer in Charge. | 2,502.4 | Cum | 225 ₹5,63,041.12 Lowest | 350 ₹8,75,841.75 | 400 ₹10,00,962 | 250 ₹6,25,601.25 |
| 9.00 | M & L for Forming embankments including raising earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 3.0 m but n exc 4.50 m high from base, complete all as specified and directed by Engineer in Charge. | 1,965.04 | Cum | 250 ₹4,91,259 Lowest | 350 ₹6,87,762.6 | 400 ₹7,86,014.4 | 250 ₹4,91,259 Lowest |
| 10.00 | M & L for Forming embankments including raising earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 4.5 m but n exc 6.00 m high from base, complete all as specified and directed by Engineer in Charge. | 906.93 | Cum | 275 ₹2,49,405.75 | 350 ₹3,17,425.5 | 400 ₹3,62,772 | 250 ₹2,26,732.5 Lowest |
Tender Value
₹4.5 Cr
EMD Value
₹5.3 L
Closing Date
3 Feb 2026, 6:00 pmClosed
Shri M S Bansode IDSE CWE
Commander Works Engineers No. 2, Brichgunj, Sri Vijaya Puram - 744 103
PROVISION OF RETAINING WALL AT VAYU VIHAR DOMESTIC ACCN AF STATION PORT BLAIR
2026_MES_747390_1
80434
Open Tender
Civil Works
Item Rate
540 days
Sri Vijaya Puram
Class A category a i
12 documents required · 12 mandatory
₹2,000
Garrison Engineer Brichgunj
₹5.3 L
Yes
27 May 2026
6 Jan 2026
5 Feb 2026
6 Jan 2026
3 Feb 2026
27 Jan 2026
6 Jan 2026 - 13 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L Excavating over areas, in soft/loose soil n exc 1.5 m deep and getting out complete all as specified and directed by Engineer-in-charge . | 544 | Cum | - | - |
| 2 | M&L Excavating over areas, in soft/loose soil exc 1.5 m but nexc. 3.0m deep and getting out complete all as specified and directed by Engineer-in-charge . | 218 | Cum | - | - |
| 3 | Rough excavation not exceeding 1.5 m deep and getting out in any type of soil | 500 | Cum | - | - |
| 4 | Rough excavation exceeding 1.5 m but n exc 3.0m depth and getting out in any type of soil | 320 | Cum | - | - |
| 5 | Rough excavation exc 3 m but n. exc 4.5m depth and getting out in any type of soil | 150 | Cum | - | - |
| 6 | Removing excavated material n. exc. 50m and depositing where directed at a level n. exc. 1.5 m above the starting point complete in all respect all as specified and directed by Engineer-in-charge . | 1,276 | Cum | - | - |
| 7 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base | 1,276 | Cum | - | - |
| 8 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and directed by Engineer-in-charge . | 456 | Cum | - | - |
| 9 | Boring for Bored cast in situ piles 300mm dia in any type of soil and getting out and disposal of spoil to a distance 50 metres using DMC method (Direct mud circulation) complete all as specified and as directed. | 2,554 | RM | - | - |
| 10 | Boring for bored cast-in-situ piles 300mm dia. in SDR/any type of rock and getting and disposal of spoil to a distance 50 metres using DMC method (Direct mud circulation) complete all as specified and as directed. | 750 | RM | - | - |
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