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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.6 LAccepted-AOC EBENEZER C C33 1185A CHALIKAVATTOM VENNALA P O KOCHI KERALA 682 028 | ERNAKULAM | KERALA | 682028 | L1 | Accepted-AOC L1 | |
| 2 | L2₹52.9 L+₹4.0 L (8.15%)Rejected-Finance | L2 | Rejected-Finance Rejected due to not being L1 |
| Sl No | Description | Qty | Unit | Powertech Engineers L1 | Suprisons L2 |
|---|---|---|---|---|---|
| 1.00 | Excavating in trenches n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in soft/loose soil | 5 | Cum | 350 ₹1,750 Lowest | 400 ₹2,000 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n exc 25 cm | 3 | Cum | 190 ₹570 Lowest | 200 ₹600 |
| 3.00 | Removing excavated material n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point | 2 | Cum | 150 ₹300 Lowest | 175 ₹350 |
| 4.00 | M&L for PCC 1:4:8, Type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete. | 1 | Cum | 4,500 ₹4,500 Lowest | 4,750 ₹4,750 |
| 5.00 | M&L for reinforced cement concrete(Design mix) M-30 (using graded stone aggregate) for Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed | 5 | Cum | 11,000 ₹55,000 Lowest | 11,500 ₹57,500 |
| 6.00 | M&L reinforced cement concrete(Design mix) M-30 (using graded stone aggregate) for 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 | 2 | Cum | 11,000 ₹22,000 Lowest | 11,500 ₹23,000 |
| 7.00 | Use and waste of Formwork(fair finished) to faces of walls, retaining walls, columns, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, columns etc.; vertical or to batter | 35 | Sqm | 350 ₹12,250 Lowest | 360 ₹12,600 |
| 8.00 | Use and waste of Formwork 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 to rough finished surface | 7 | Sqm | 250 ₹1,750 Lowest | 275 ₹1,925 |
| 9.00 | Material and labour for TMT (CRS) bars 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hooping column, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed | 1,000 | Kg | 125 ₹1,25,000 Lowest | 140 ₹1,40,000 |
| 10.00 | M & L for Pre cast cement concrete block masonry 1:3:6 type C1 with solid blocks, exe 10cm in width and setting in CM 1:6 complete all as specified and as directed | 5 | Cum | 10,000 ₹50,000 Lowest | 11,000 ₹55,000 |
Tender Value
₹49.5 L
EMD Value
₹99,000
Closing Date
15 Apr 2026, 6:00 pmClosed
GE(NW)KOCHI
GARRISON ENGINEER (NW) MILITARY ENGINEER SERVICES NAVAL BASE POST -682 004
AS PER BOQ AND TENDER DOCUMENT
2026_MES_756059_1
8572_GE_NW
Open Tender
Civil Works
Item Rate
180 days
KOCHI
AS PER TENDER DOCUMENT
7 documents required · 7 mandatory
₹500
GE(NW)KOCHI
₹99,000
28 May 2026
12 Mar 2026
18 Apr 2026
12 Mar 2026
15 Apr 2026
28 Mar 2026
12 Mar 2026 - 28 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in soft/loose soil | 5 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n exc 25 cm | 3 | Cum | - | - |
| 3 | Removing excavated material n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point | 2 | Cum | - | - |
| 4 | M&L for PCC 1:4:8, Type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete. | 1 | Cum | - | - |
| 5 | M&L for reinforced cement concrete(Design mix) M-30 (using graded stone aggregate) for Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed | 5 | Cum | - | - |
| 6 | M&L reinforced cement concrete(Design mix) M-30 (using graded stone aggregate) for 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 | 2 | Cum | - | - |
| 7 | Use and waste of Formwork(fair finished) to faces of walls, retaining walls, columns, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, columns etc.; vertical or to batter | 35 | Sqm | - | - |
| 8 | Use and waste of Formwork 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 to rough finished surface | 7 | Sqm | - | - |
| 9 | Material and labour for TMT (CRS) bars 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hooping column, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed | 1,000 | Kg | - | - |
| 10 | M & L for Pre cast cement concrete block masonry 1:3:6 type C1 with solid blocks, exe 10cm in width and setting in CM 1:6 complete all as specified and as directed | 5 | Cum | - | - |
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