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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Techno-commercially Rejected |
| Sl No | Description | Qty | Unit | PACIFIC ENGINEERS L3 | Viman Constructions LLP L1 | MTE ENTERPRISE PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|
| 1.00 | Detail survey of construction site along with the design,drawing and detailing of the following:
i) G.A Drawing
ii) Detail Design & Drawing of sheet piles
iii)Detail Design & Drawing of Embankment
iv) Vetting of final design & drawing from IIEST/JU/IIT/NIT
(All drawing should be submitted both in hard and soft copies along with PDF & Auto Cad files) | 1 | LS | 20,00,000 ₹20 L | 3,69,000 ₹3.7 L | 3,80,000 ₹3.8 L |
| 2.00 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per directed. | 30 | Cum | 2,500 ₹75,000 | 984 ₹29,520 | 800 ₹24,000 |
| 3.00 | Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. | 87 | Sqm | 50 ₹4,350 | 246 ₹21,402 | 25 ₹2,175 |
| 4.00 | Earth work in excavation of foundation trenches or drains, in all sorts of soil including removing, spreading or stacking the spoils within a lead of 75 m. as directed. | 100 | Cum | 350 ₹35,000 | 250.92 ₹25,092 | 300 ₹30,000 |
| 5.00 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming Compacting upto 96 % compaction etc. layer by layer complete,With earth obtained from excavation of foundation | 4,380 | Cum | 200 ₹8.8 L | 984 ₹43.1 L | 200 ₹8.8 L |
| 6.00 | Levelling and Compacting original ground (Sub Grade) by power tandem vibratory roller of capacity min. 80Kn to 100 Kn including filling in depression occour during rolling to obtain the desired dry density | 65.7 | Cum | 550 ₹36,135 | 1,123.29 ₹73,800.15 | 150 ₹9,855 |
| 7.00 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand | 40 | Cum | 2,800 ₹1.1 L | 2,214 ₹88,560 | 1,000 ₹40,000 |
| 8.00 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 10 | Sqm | 500 ₹5,000 | 615 ₹6,150 | 400 ₹4,000 |
| 9.00 | Brick work with 1st class bricks in cement mortar (1:4) In superstructure, ground floor | 20 | Cum | 6,700 ₹1.3 L | 8,610 ₹1.7 L | 6,000 ₹1.2 L |
| 10.00 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. | 10 | Cum | 6,900 ₹69,000 | 8,241 ₹82,410 | 5,500 ₹55,000 |
Tender Value
Refer Docs
EMD Value
₹5 L
Closing Date
19 Jan 2026, 12:00 pmClosed
Mr. A J kandir, Sr. Manager (Contract), GRSE
Mr. A J kandir, Sr. Manager (Contract), GRSE
DESIGN, SUPPLY and INSTALATION OF SHEET PILE ALONG THE REIVERSIDE SIDE EMBANKMENT BETWEEN DRY DOCK AND LOW LAND AT TIMBER POND UNIT, SHALIMAR HOWRAH
2025_GRSE_98621_1
SCC/AJK/OT/SHEET PILE/TIMBER POND/227/ET-3345
Open Tender
Job Works
60 days
As per tender document
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Yes
GARDEN REACH SHIPBUILDERS and ENGINEERS LIMITED
₹5 L
Yes
YM Dept. GRSE Main unit
12 Feb 2026
12 Dec 2025
20 Jan 2026
12 Dec 2025
19 Jan 2026
26 Dec 2025
9 Jan 2026
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