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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹37.3 LAccepted-AOC | 1 | Accepted-AOC AWARDED BEING THE LOWEST TENDERER | |
| 2 | 2₹38.9 L+₹1.6 L (4.30%)Rejected-Finance | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 3 | 3₹43.2 L+₹5.9 L (15.9%)Rejected-Finance | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 4 | 4₹43.9 L+₹6.6 L (17.8%)Rejected-Finance | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | JAYAM BUILD CONSTRUCTIONS L3 | DURGA MANIKANTA CIVIL AND ELECTRICAL WORKS L4 | K NAGARAJU L2 | K.ADITYA ENGINEERING CONTRACTORS L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep in soft/loose soil complete all as specified and directed. | 253 | Sqm | 79 ₹19,987 | 36 ₹9,108 Lowest | 50 ₹12,650 | 110 ₹27,830 |
| 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 hard/dense soil complete all as specified and directed. | 179.08 | Cum | 445 ₹79,690.6 | 325 ₹58,201 | 290 ₹51,933.2 | 235 ₹42,083.8 Lowest |
| 3.00 | M & L for Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed. | 40.56 | Sqm | 144 ₹5,840.64 | 75 ₹3,042 | 80 ₹3,244.8 | 55 ₹2,230.8 Lowest |
| 4.00 | M & L for Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. | 321 | Sqm | 89 ₹28,569 | 40 ₹12,840 Lowest | 80 ₹25,680 | 55 ₹17,655 |
| 5.00 | M & L for Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed. | 153.4 | Sqm | 112 ₹17,180.8 | 75 ₹11,505 | 90 ₹13,806 | 55 ₹8,437 Lowest |
| 6.00 | M & L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed. | 60.2 | Rm | 67 ₹4,033.4 | 70 ₹4,214 | 80 ₹4,816 | 55 ₹3,311 Lowest |
| 7.00 | M & L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. | 60.2 | Sqm | 112 ₹6,742.4 | 75 ₹4,515 | 90 ₹5,418 | 55 ₹3,311 Lowest |
| 8.00 | M & L for Treatment of soil under existing floors using emulsion @ one litre per hole, 300mm apart including drilling and plugging 12mm dia holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floors complete all as specified and directed. | 153.4 | Sqm | 122 ₹18,714.8 | 100 ₹15,340 | 80 ₹12,272 | 55 ₹8,437 Lowest |
| 9.00 | M & L for Plain Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.. | 10.91 | Cum | 4,000 ₹43,640 | 3,650 ₹39,821.5 | 3,800 ₹41,458 | 3,600 ₹39,276 Lowest |
| 10.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil complete all as specified and directed. | 132.92 | Cum | 166 ₹22,064.72 | 100 ₹13,292 | 70 ₹9,304.4 Lowest | 100 ₹13,292 |
Tender Value
₹47.4 L
EMD Value
₹94,800
Closing Date
14 Apr 2026, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
PROVISION OF DEFICIENT OFFICE ACCOMMODATION FOR NEWLY RAISED AGE E/M - II SUB DIVISION AT GE (U-I), VISAKHAPATNAM.
2026_MES_751538_2
C/8646/25-26/E8 TOKEN 124 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER NAVAL BASE
₹94,800
Yes
18 Jun 2026
31 Mar 2026
18 Apr 2026
31 Mar 2026
14 Apr 2026
7 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Surface dressing n exc 15 cm deep in soft/loose soil complete all as specified and directed. | |||||
| 2Excavating 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 hard/dense soil complete all as specified and directed. | |||||
| 3M & L for Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed. | |||||
| 4M & L for Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. | |||||
| 5M & L for Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed. | |||||
| 6M & L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed. | |||||
| 7M & L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. | |||||
| 8M & L for Treatment of soil under existing floors using emulsion @ one litre per hole, 300mm apart including drilling and plugging 12mm dia holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floors complete all as specified and directed. | |||||
| 9M & L for Plain Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.. | |||||
| 10Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil complete all as specified and directed. | |||||
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