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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.8 LAccepted-AOC DOOR NO 10 89 BC COLONY PAPAYYARAJUPALEM SUJATHANAGAR VISAKHAPATNAM 530 051 | VISAKHAPATANAM | ANDHRA PRADESH | 530051 | ₹47.8 L Quoted ₹47.9 L | L1 | Accepted-AOC BEING LOWEST TENDER |
| 2 | L2₹54.3 LRejected-Finance 66 6 410 1 MULAGANDA HOUSING COLONY GAJUWAKA DEPOT VISAKHAPATNAM 530026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | ₹54.3 L | L2 | Rejected-Finance Not being lowest bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Since the firm is not meeting the eligibility criteria as per NIT Conditions |
| Sl No | Description | Qty | Unit | M/s KAMADHENU ENGINEERING CONSTRUCTIONS L1 | GVR CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out soft/loose soil complete all as specified and directed. | 92.72 | Sqm | 23 ₹2,132.56 | 310 ₹28,743.2 |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m 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 and directed. | 23.49 | Cum | 369 ₹8,667.81 | 306 ₹7,187.94 |
| 3.00 | M&L for PCC type D2, ( using 40mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 2.54 | Cum | 4,100 ₹10,414 | 4,750 ₹12,065 |
| 4.00 | M&L for Reinforced cement concrete (Design Mix, M-30) using 20mm graded aggregate 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 directed.
Note:- Reinforcement shall be measured separately. | 31.26 | Cum | 7,000 ₹2,18,820 | 7,200 ₹2,25,072 |
| 5.00 | M&L for Reinforced cement concrete (Design Mix, M-30) using 20mm graded aggregate in Columns, pillars, piers, posts and struts complete all as specified and directed.
Note:- Reinforcement shall be measured separately. | 4.34 | Cum | 9,300 ₹40,362 | 7,250 ₹31,465 |
| 6.00 | M&L for Reinforced cement concrete (Design Mix, M-30) using 20mm graded aggregate in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.
Note:- Reinforcement shall be measured separately. | 4.34 | Cum | 8,800 ₹38,192 | 7,300 ₹31,682 |
| 7.00 | M&L for Reinforced cement concrete (Design Mix) M-30 as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge.
Note:- Reinforcement shall be measured separately. | 6.32 | Cum | 8,500 ₹53,720 | 7,250 ₹45,820 |
| 8.00 | M&L for Reinforced cement concrete (Design Mix) M-30 as in Chajjas complete all as specified and directed by Engineer-in-Charge.
Note:- Reinforcement shall be measured separately. | 0.44 | Cum | 12,000 ₹5,280 | 7,400 ₹3,256 |
| 9.00 | S&F Mild Steel TMT bars 10mm and over, cut to lenghth, bent to shape requird, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clip, complete all as specified and directed by Engineer-in-Charge. | 11,819.68 | Kg | 90 ₹10,63,771.2 | 91 ₹10,75,590.88 |
| 10.00 | All as per item No 09.00 here-in-before 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. | 1,134.91 | Kg | 95 ₹1,07,816.45 | 92 ₹1,04,411.72 |
Updated dates
Tender Value
₹44.5 L
EMD Value
₹89,000
Closing Date
9 May 2026, 6:00 pmClosed
Garrison Engineer Utility-II Visakhapatnam
Garrison Engineer Utility-II 104 Area Industrial Estate Post Visakhapatnam -530 007
PROVISION OF PUMP HOUSE ALONGWITH BOUNDARY WALL AT INS CIRCAR UNDER GE (U-II) VISAKHAPATNAM
2026_MES_759848_1
8148(A)
Open Tender
Electrical and Maintenance Works
180 days
Visakhapatnam
As per NIT Conditions
7 documents required · 7 mandatory
₹500
Yes
Garrison Engineer Utility-II
₹89,000
Yes
25 Jun 2026
10 Apr 2026
11 May 2026
10 Apr 2026
9 May 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out soft/loose soil complete all as specified and directed. | - | Sqm | - | - | |
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m 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 and directed. | - | Cum | - | - | |
M&L for PCC type D2, ( using 40mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed. | - | Cum | - | - | |
M&L for Reinforced cement concrete (Design Mix, M-30) using 20mm graded aggregate 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 directed.
Note:- Reinforcement shall be measured separately. | - | Cum | - | - | |
M&L for Reinforced cement concrete (Design Mix, M-30) using 20mm graded aggregate in Columns, pillars, piers, posts and struts complete all as specified and directed.
Note:- Reinforcement shall be measured separately. | - | Cum | - | - | |
M&L for Reinforced cement concrete (Design Mix, M-30) using 20mm graded aggregate in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.
Note:- Reinforcement shall be measured separately. | - | Cum | - | - | |
M&L for Reinforced cement concrete (Design Mix) M-30 as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge.
Note:- Reinforcement shall be measured separately. | - | Cum | - | - | |
M&L for Reinforced cement concrete (Design Mix) M-30 as in Chajjas complete all as specified and directed by Engineer-in-Charge.
Note:- Reinforcement shall be measured separately. | - | Cum | - | - | |
S&F Mild Steel TMT bars 10mm and over, cut to lenghth, bent to shape requird, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clip, complete all as specified and directed by Engineer-in-Charge. | - | Kg | - | - | |
All as per item No 09.00 here-in-before 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. | - | Kg | - | - |
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