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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC KARNATAKA | RAICHUR | KARNATAKA | 584123 | ₹2.2 Cr | L1 | Accepted-AOC Bidder is L1 |
| 2 | L2₹2.7 Cr+₹45.8 L (20.5%)Rejected-Finance KARNATAKA | RAICHUR | KARNATAKA | 584123 | ₹2.7 Cr+₹45.8 L (20.5%) | L2 | Rejected-Finance Bidder is NOT L1 |
| 3 | Rejected-Technical V P O DAHAR PANIPAT 132103 INDIA | PANIPAT | HARYANA | 132103 | - | - | Rejected-Technical Technically not acceptable |
| 4 | Rejected-Technical B 4 PLOT NO 114 GURU KIRPA BUILDING SHIV SHAKTI NAGAR TN MISHRA MARG NIRMAN NAGAR JAIPUR JAIPUR RAJASTHAN JAIPUR RAJASTHAN 302019 | JAIPUR | RAJASTHAN | 302019 | - | - | Rejected-Technical Technically not acceptable |
Tender Value
₹2.0 Cr
EMD Value
₹50,000
Closing Date
2 Mar 2026, 2:30 pmClosed
GM (Contracts)
PLHO, Noida
Augmentation of LNG Hub Civil works at Parwada, Vizag GA
2026_PLHO_188914_1
PLCC/LNG Hub/CGD/26012
Open Tender
Civil Works
Works
180 days
As per NIT
Please refer Tender documents.
9 documents required · 9 mandatory
₹50,000
Yes
Through VC
22 Jul 2026
16 Feb 2026
3 Mar 2026
16 Feb 2026
2 Mar 2026
24 Feb 2026
16 Feb 2026 - 24 Feb 2026
23 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. | |||||
| 10Augmentation of LNG Hub (Civil works) | |||||
| 10.001 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the tren ches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sides of founda tion trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area limits, in la yers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete i n all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. | - | - | - | - |
| 10.002 | In all kinds of soil | 1,100 | CUM | 347.85 | ₹3,82,635 |
| 10.003 | In Ordinary rock | 1 | CUM | 637.96 | ₹637.96 |
| 10.004 | In Hard rock (requiring blasting) | 110 | CUM | 1,438.83 | ₹1,58,271.3 |
| 10.005 | In Hard rock (blasting prohibited) | 110 | CUM | 1,897.94 | ₹2,08,773.4 |
| 10.006 | Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportation, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. complete in all r espects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engine er. | 1 | CUM | 1,829.46 | ₹1,829.46 |
| 10.007 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. | 1,800 | CUM | 417.6 | ₹7,51,680 |
| 10.008 | Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & fl oor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackl es etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the building shall be measured for payment]. | 1 | SQM | 279.62 | ₹279.62 |
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